Agua Potable DWG Block for AutoCAD

sistema de agua potable para la localidad de huaracayo; ubicado en el dpto de junin; peru

Drawing labels, details, and other text information extracted from the CAD file (Translated from Spanish):

Dist, Reg., Apartment, Prov, place, Nnaapp, Nnaapp, surveyor:, flat:, draft:, date:, drawing:, scale:, designer:, sheet:, National social compensation fund, presidency of the Republic, Foncodes, presidency of the Republic, National social compensation fund, sheet:, designer:, scale:, drawing:, date:, draft:, flat:, surveyor:, Nnaapp, Nnaapp, place, Prov, Apartment, Reg., Dist, entry, departure, your B. Overflow, ventilation, your B. Output, Simple concrete layer, Cap with welded mesh, your B. Overflow vent. Diam. variable, your B. Input diam. variable, Diam., N.a., concrete, entry, departure, N.a., your B. Overflow, Esc., Esc., Camera breaks pressure, Valv. Floater, Pvc outlet pipe, Overflow pipe, Pipe entry, Pvc, buoy, Camera breaks pressure, Esc., Pvc pipe income, concrete, Fc, Outlet pipe, Pvc, buoy, Valv. float, Handle to lift the lid, air duct, With metal output grille, Bronze basket, Improvement of the drinking water system construction of the, owner:, Vrac, Camera breakthrough, flat:, Dib., Dis., Location:, Lev., draft:, consortium, sigma, June, date, sheet:, Sap, Esc., Provincial municipality of tarma, Center of huaracayo, District of acobamba province of tarma department of junin, Sewerage of the town center of huaracayo, Provincial municipality of tarma, Tarrajeo in exterior with mortar with thickness, Cm. With scratched finish., With thick mortar cm. With smooth polished finish., Cm. With scratched finish., Simple concrete, Check in, Reinforced concrete, Shoe run … cm., Beam ceiling … cm., Slab masisa …. cm., Other … cm., Wall …. cm., Tarrajeo interior impermeabilizadoen reservorio. With mortar, covering, Technical specifications, With scuffed finish, Sole, Reduction cone, Stairs, Stairs, Esc, With gravel, Level of animal pool, cat stair, Esc, Quota nfc, level, Natural level of terrain, catchment, Esc, Esc, Tarrajeo in exterior with mortar with thickness, Cm. With scratched finish., With thick mortar cm. With smooth polished finish., Cm. With scratched finish., Simple concrete, Check in, Reinforced concrete, Shoe run … cm., Beam ceiling … cm., Slab masisa …. cm., Other … cm., Wall …. cm., Tarrajeo interior impermeabilizadoen reservorio. With mortar, covering, Technical specifications, With scuffed finish, Plasters, With gravel, cat stair, cat stair, Overflow cone, Bronze basket, gate valve, With gravel, Natural level of terrain, tube, Pvc outlet tube, Esc, cat stair, Esc, Natural level of terrain, Improvement of the drinking water system construction of the, owner:, Vrac, Quiulicocha captation, flat:, Dib., Dis., Location:, Lev., draft:, consortium, sigma, June, date, sheet:, Sap, Esc., Provincial municipality of tarma, Center of huaracayo, District of acobamba province of tarma department of junin, Sewerage of the town center of huaracayo, Provincial municipality of tarma, N.m., Driving line, element, Level dynam., Long, section, Pend., diameter, D. eat., Speed flow, H. Piezometric., Pressure, catchment, catchment, catchment, Settler, Settler, C. distribution, C. distribution, Crp, Crp, Reservoir, Reservoir, P. final, Line of distribution chaqui chaqui, element, Level dynam., Long, section, Pend., diameter, D. eat., Speed flow, H. Piezometric., Pressure, C. distribution, Hydraulic calculations, C. distribution, Pressure, H. Piezometric., Speed flow, D. eat., diameter, Pend., section, Long, Level dynam., element, Line of distribution chaqui chaqui, Driving line, element, Level dynam., Long, section, Pend., diameter, D. eat., Speed flow, H. Piezometric., Pressure, catchment, catchment, catchment, Settler, Settler, C. distribution, C. distribution, Crp, Crp, Reservoir, Reservoir, P. final, Line of distribution chaqui chaqui, element, Level dynam., Long, section, Pend., diameter, D. eat., Speed flow, H. Piezometric., Pressure, C. distribution, Crp, Crp, Line of distribution chaqui chaqui, element, Level dynam., Long, section, Pend., diameter, D. eat., Speed flow, H. Piezometric., Pressure, C. distribution, Crp, Crp, mileage, alignment, Height filled, Cut height, ground, Quota, Quota, pending, Elv, Piv, Lcv, Elv, Piv, Lcv, Elv, Piv, Lcv, Elv, Piv, Lcv, global, Lagoon quiulicocha, Msnm, Projected capture, Elv, Piv, Lcv, mileage, Height filled, Cut height, ground, Quota, Quota, pending, Elv, Piv, Lcv, Elv, Piv, Lcv, Elv, Piv, Lcv, Elv, Piv, Lcv, Elv, Piv, Lcv, Esc., Plant driving line km, Lagoon quiulicocha, Longitudinal profile km, Esc., mileage, alignment, Height filled, Cut height, ground, Quota, pending, Elv, Piv, Lcv, Elv, Piv, Lcv, Elv, Piv, Lcv, Elv, Piv, Lcv, Elv, Piv, Lcv, Elv, Piv

Raw text data extracted from CAD file:

\A1;10 \A1;60 \A1;10 \A1;10 \A1;60 \A1;10 \A1;10 \A1;10 \A1;60 \A1;10 \A1;10 \A1;10 \A1;10 DIST : REG. : DPTO : PROV : LUGAR : 01 NNAAPP DD-MM-AA NNAAPP 1:100 TOPOGRAFO: PLANO: PROYECTO: FECHA: DIBUJO: ESCALA: PROYECTISTA: LAMINA: FONDO NACIONAL DE COMPENSACION Y DESARROLLO SOCIAL PRESIDENCIA DE LA REPUBLICA FONCODES FONCODES PRESIDENCIA DE LA REPUBLICA FONDO NACIONAL DE COMPENSACION Y DESARROLLO SOCIAL LAMINA: PROYECTISTA: ESCALA: DIBUJO: FECHA: PROYECTO: PLANO: TOPOGRAFO: 1:100 NNAAPP DD-MM-AA NNAAPP 01 LUGAR : PROV : DPTO : REG. : DIST : \A1;0.1 \A1;0.15 \A1;1 \A1;0.15 \A1;0.1 \A1;0.25 \A1;1 \A1;0.15 \A1;0.3 \A1;0.1 \A1;0.1 \A1;0.15 \A1;0.6 \A1;0.15 \A1;0.1 \A1;0.15 \A1;0.6 \A1;0.3 \A1;0.1 \A1;0.05 \A1;0.25 \A1;0.25 \A1;0.1 \A1;0.1 \A1;0.15 \A1;1 \A1;0.15 \A1;0.1 \A1;1.5 \A1;0.4 \A1;0.4 \A1;0.15 \A1;0.3 \A1;0.6 \A1;0.15 0.0 0.0 0.0 0.0 0.0 0.0 Entrada Salida Tub. de Rebose y Ventilacion A A’ B B Tub. de Salida Capa de Concreto Simple Tapon con malla soldada Tub. Rebose y vent. diam. Variable Tub. de Entrada Diam. Variable F° Diam. 1/4″ a 0.15 N.A. Concreto 1 : 3 : 6 Entrada s = 1% Salida f° Diam, 1/4″ a 0.15 N.A. Tub. Rebose 5 5 5 5 5 5 5 1.60 0.10 .05 Esc. 1/20 Esc. 1/20 \C5;PLANTA Esc. 1/20 \C5;CORTE B-B’ \C5;CORTE A – A’ CAMARA ROMPE PRESION T-06 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Valv. Flotadora Tuberìa de Salida PVC c-10 ø 2 1/2″ tuberìa de Rebose ø 4″ Ingreso Tuberìa PVC c-10 ø 2 1/2″ Boya CAMARA ROMPE PRESION T- 07 \C5;CORTE A – A’ Esc. 1/20 Ingreso Tubería PVC C-10 ø 1″ 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Concreto f’c = 210 kg/cm² ø 3/8″ a 0.30 ø 3/8″ a 0.20 Tubería Salida PVC C-10 ø 1″ Boya Valv. Flotador Asa para levantar la tapa Tubo de Ventilación ø 2″ con rejilla metalica de salida Canastilla Bronce ø 3/4″ MEJORAMIENTO DEL SISTEMA DE AGUA POTABLE Y CONSTRUCCION DEL SISTEMA DE PROPIETARIO: VRAC CAMARA ROMPEPRESION T-6 Y T-7 PLANO: DIB. DIS. UBICACION: LEV. PROYECTO: 3C CONSORCIO SIGMA JUNIO 2009 FECHA LAMINA: SAP ESC. 1 /20 06 MUNICIPALIDAD PROVINCIAL DE TARMA CENTRO POBLADO DE HUARACAYO DISTRITO DE ACOBAMBA – PROVINCIA DE TARMA – DEPARTAMENTO DE JUNIN ALCANTARILLADO DEL CENTRO POBLADO DE HUARACAYO MUNICIPALIDAD PROVINCIAL DE TARMA 3,4 0,2 0,2 0,2 0,15 0,15 1,15 0,2 0,1 0,1 0,15 0,15 0,2 0,2 0,1 0,1 2,6 3 0,2 0,2 1,75 1,15 2,6 0,6 0,76 3,21 0,4 0,1 2,2 0,2 0,4 TARRAJEO EN EXTERIOR CON MORTERO 1.5 CON ESPESOR e = 1.00cm . 1 :5 DE e = 1.50 cm. CON ACABADO RAYADO. CON MORTERO 1:3 DE ESPESOR e = 1.00 cm. CON ACABADO PULIDO LISO. 1 :5 DE e = 1.50 cm. CON ACABADO RAYADO. F´c = 100 kg / cm2 40% CONCRETO SIMPLE F´c = 210 kg / cm2 F´y = 4200 kg/cm2 F´t = 2.00 kg/cm2 ( verificar en obra) CONCRETO ARMADO ZAPATA CORRIDA…. r= 7.50 cm. VIGA TECHO … r= 2.50 cm. LOSA MASISA …. r= 2.50 cm. OTROS … r= 2.00 cm. MURO …. r= 3.00 cm. TARRAJEO INTERIOR IMPERMEABILIZADOEN RESERVORIO. CON MORTERO RECUBRIMIENTO ESPECIFICCIONES TECNICAS CON ACABADO FROTACHADO SOLADO 2.200000000000131 0.4000000000000057 0.0999999999999375 0.1999999999999034 0.4000000000000057 0.5999999999999943 CONO DE REDUCCION ESCALINES F°G° d 3/4″@.25 3.212671391030227 0.7599999999999909 ESCALINES F°G° d 3/4″@.25 ESC : 1 / 25 \LCORTE A – A 0.1999999999999886 3.000000000000028 1.150000000000034 0.1999999999999886 3.400000000000006 0.0999999999999943 0.0999999999999943 0.1999999999999886 1.150000000000006 1.750000000000028 0.1500000000000057 0.1500000000000057 0.1523696989645202 0.1500000000000057 2.600000000000051 0.1999999999999886 0.1999999999999886 0.1999999999999886 2.600000000000051 0.0999999999999943 0.0999999999999943 0.1999999999999886 0.1999999999999886 0,55 0,55 0,35 0,1 0,15 0,2 0,1 0,8 1,55 0,35 0,15 3.40 0,15 0,15 1,8 0,06 1.10 0,1 0,35 1,65 0,6 3,21 0,76 0,9 0,8 0,08 0,7 2,3 0,3 0,55 0,55 2.30 0,35 1,65 0,6 0,08 20° 0,2 3.00 1,15 0,2 3.40 0,1 0,1 0,2 1,15 1,75 0,15 0,15 0,15 0,15 2.60 0,2 0,2 0,2 2.60 0,1 0,1 0,2 0,2 0.70 0.15 2,65 0,64 0,1 0,1 0,15 (RELLENO CON GRAVA SECCIONADA) 1,86 2,25 0.30 d 3/8″ @.25 d 3/8″ @.25 d 3/8″ @.30 d 3/8″ @.20 d 3/8″ : 1@.10; 3@.20;5@.25 d 3/8″ : 1@.10; 3@.20;5@.25 d 3/8″ @.25 d 3/8″ @.40 d 3/8″ @.30 3,21 4,82 NIVEL DE POZA O VEVEDERO DE ANIMALES 0.5999999999999943 0.1500000000000341 ESCALERA DE GATO \LCORTE A – A ESC : 1 / 25 5 0.1500000000000341 5 NFC.0.000000 NFC.0.000000 1.650000000000006 0.1499999999999773 0.0999999999999943 0.3499999999999659 0.5500000000000114 COTA – NFC .0.000000 0.3499999999999943 1.550000000000011 0.5500000000000114 0.8000000000000114 NIVEL 0.00000 0.0799999999999841 0.0999999999999659 0.2000000000000171 (Existente) NIVEL NATURAL DE TERRENO 0.3499999999999943 0,6 0,15 2.30 0,15 3.40 1,65 0,15 0,1 0,35 0,55 0,35 1,55 0,55 0,8 0,08 0,1 0,2 \LPLANTA CAPTACION ESC : 1 / 25 \LSECCION – B – B ESC : 1 / 25 TARRAJEO EN EXTERIOR CON MORTERO 1.5 CON ESPESOR e = 1.00cm . 1 :5 DE e = 1.50 cm. CON ACABADO RAYADO. CON MORTERO 1:3 DE ESPESOR e = 1.00 cm. CON ACABADO PULIDO LISO. 1 :5 DE e = 1.50 cm. CON ACABADO RAYADO. F´c = 100 kg / cm2 40% CONCRETO SIMPLE F´c = 210 kg / cm2 F´y = 4200 kg/cm2 F´t = 2.00 kg/cm2 ( verificar en obra) CONCRETO ARMADO ZAPATA CORRIDA…. r= 7.50 cm. VIGA TECHO … r= 2.50 cm. LOSA MASISA …. r= 2.50 cm. OTROS … r= 2.00 cm. MURO …. r= 3.00 cm. TARRAJEO INTERIOR IMPERMEABILIZADOEN RESERVORIO. CON MORTERO RECUBRIMIENTO ESPECIFICCIONES TECNICAS CON ACABADO FROTACHADO REVOQUES 5 5 5 1.10 5 5 5 5 5 5 5 5 5 5 5 5 5 5 20° 5 3.00 5 5 3.40 5 5 5 5 5 5 5 5 5 2.60 5 5 5 2.60 5 5 5 5 0.70 0.15 (RELLENO CON GRAVA SECCIONADA) 5 5 5 5 5 ESCALERA DE GATO F°G° @.25 1% 1% 8% B B A A ESCALERA DE GATO CONO DE REBOSE CANASTILLA DE BRONCE VALVULA DE COMPUERTA (RELLENO CON GRAVA SECCIONADA) NIVEL NATURAL DE TERRENO TUBO d 3″ TUBO DE SALIDA PVC – d 6″ – C-10 5 5 0.30 d 3/8″ @.25 d 3/8″ @.25 d 3/8″ @.30 d 3/8″ @.20 d 3/8″ : 1@.10; 3@.20;5@.25 d 3/8″ : 1@.10; 3@.20;5@.25 d 3/8″ @.25 d 3/8″ @.40 d 3/8″ @.30 ESC : 1 / 20 \LCORTE A – A 5 5 5 5 ESCALERA DE GATO \LCORTE A – A ESC : 1 / 25 2.30 5 3.40 NFC.0.000000 5 5 5 5 5 5 5 5 5 5 5 5 NIVEL NATURAL DE TERRENO MEJORAMIENTO DEL SISTEMA DE AGUA POTABLE Y CONSTRUCCION DEL SISTEMA DE PROPIETARIO: VRAC CAPTACION QUIULICOCHA PLANO: DIB. DIS. UBICACION: LEV. PROYECTO: 3C CONSORCIO SIGMA JUNIO 2009 FECHA LAMINA: SAP -E ESC. 1 /20 02 MUNICIPALIDAD PROVINCIAL DE TARMA CENTRO POBLADO DE HUARACAYO DISTRITO DE ACOBAMBA – PROVINCIA DE TARMA – DEPARTAMENTO DE JUNIN ALCANTARILLADO DEL CENTRO POBLADO DE HUARACAYO MUNICIPALIDAD PROVINCIAL DE TARMA N.M. N.M. N.M. LINEA DE CONDUCCION ELEMENTO NIVEL DINAM. LONG. (KM) “Q” TRAMO PEND. “S” DIAMETRO (“) D. COMER. VELOC. FLUJO Hf H. PIEZOMETRIC. PRESION P CAPTACION 4156.59 4156.59 CAPTACION 4155.65 0.140 5.00 6.71 3.64 4.00 0.62 0.59 4156.00 0.35 CAPTACION 4155.65 3780.00 SEDIMENTADOR 4155.47 0.060 5.00 3.00 4.30 6.00 0.27 0.04 4155.61 0.14 SEDIMENTADOR 4155.47 4155.47 C. DISTRIBUCION 4119.54 1.640 5.00 21.91 2.86 4.00 0.62 6.94 4148.53 28.99 C. DISTRIBUCION 4119.54 4119.54 CRP T-6 4080.00 0.620 4.00 63.77 2.11 3.00 0.88 7.04 4112.50 32.50 CRP T-6 4080.00 4080.00 RESERVORIO 4025.56 0.860 4.00 63.30 2.11 3.00 0.88 9.77 4070.23 44.67 RESERVORIO 4025.56 4025.56 P. FINAL 3944.60 0.574 8.00 141.05 2.33 3.00 1.75 23.51 4002.05 57.45 3.894 LINEA DE DISTRIBUCION CHAQUI CHAQUI ELEMENTO NIVEL DINAM. LONG. (KM) “Q” TRAMO PEND. “S” DIAMETRO (“) D. COMER. VELOC. FLUJO Hf H. PIEZOMETRIC. PRESION C. DISTRIBUCION 4119.54 4156.59 P-01 4087.95 0.136 1.00 232.28 0.95 1.00 1.97 25.05 4094.49 6.54 P-04 3980.20 0.332 0.60 324.55 0.73 1.00 1.18 23.76 4064.19 83.99 P-01 4087.95 3780.00 P-02 4087.00 0.063 0.20 15.08 0.91 1.00 0.39 0.59 4087.36 0.36 P-03 4086.95 0.149 0.20 0.34 1.98 2.00 0.10 0.05 4086.95 0.00 CALCULOS HIDRAULICOS 0.00 4086.95 0.05 0.10 2.00 1.98 0.34 0.20 0.149 4086.95 P-03 0.36 4087.36 0.59 0.39 1.00 0.91 15.08 0.20 0.063 4087.00 P-02 3780.00 4087.95 P-01 83.99 4064.19 23.76 1.18 1.00 0.73 324.55 0.60 0.332 3980.20 P-04 6.54 4094.49 25.05 1.97 1.00 0.95 232.28 1.00 0.136 4087.95 P-01 4156.59 4119.54 C. DISTRIBUCION PRESION H. PIEZOMETRIC. Hf VELOC. FLUJO D. COMER. DIAMETRO (“) PEND. “S” “Q” TRAMO LONG. (KM) NIVEL DINAM. ELEMENTO LINEA DE DISTRIBUCION CHAQUI CHAQUI LINEA DE CONDUCCION ELEMENTO NIVEL DINAM. LONG. (KM) “Q” TRAMO PEND. “S” DIAMETRO (“) D. COMER. VELOC. FLUJO Hf H. PIEZOMETRIC. PRESION P CAPTACION 4156.59 4156.59 CAPTACION 4155.65 0.140 5.00 6.71 3.64 4.00 0.62 0.59 4156.00 0.35 CAPTACION 4155.65 4155.65 SEDIMENTADOR 4155.47 0.060 5.00 3.00 4.30 6.00 0.27 0.04 4155.61 0.14 SEDIMENTADOR 4155.47 4155.47 C. DISTRIBUCION 4119.54 1.640 5.00 21.91 2.86 4.00 0.62 6.94 4148.53 28.99 C. DISTRIBUCION 4119.54 4119.54 CRP T-6 4080.00 0.620 4.00 63.77 2.11 3.00 0.88 7.04 4112.50 32.50 CRP T-6 4080.00 4080.00 RESERVORIO 4025.56 0.860 4.00 63.30 2.11 3.00 0.88 9.77 4070.23 44.67 RESERVORIO 4025.56 4025.56 P. FINAL 3944.60 0.574 8.00 141.05 2.33 3.00 1.75 23.51 4002.05 57.45 LINEA DE DISTRIBUCION CHAQUI CHAQUI ELEMENTO NIVEL DINAM. LONG. (KM) “Q” TRAMO PEND. “S” DIAMETRO (“) D. COMER. VELOC. FLUJO Hf H. PIEZOMETRIC. PRESION C. DISTRIBUCION 4119.54 4156.59 P-01 4087.95 0.136 1.00 232.28 0.95 1.00 1.97 25.05 4094.49 6.54 CRP T-7 4053.50 0.122 1.00 282.38 0.92 1.00 1.97 22.47 4065.48 11.98 CRP T-7 4053.50 4156.59 P-04 3980.20 0.214 0.60 342.52 0.73 1.00 1.18 15.32 4038.18 57.98 P-01 4087.95 3780.00 P-02 4087.00 0.063 0.20 15.08 0.91 1.00 0.39 0.59 4087.36 0.36 P-03 4086.95 0.149 0.20 0.34 1.98 2.00 0.10 0.05 4086.95 0.00 LINEA DE DISTRIBUCION CHAQUI CHAQUI ELEMENTO NIVEL DINAM. LONG. (KM) “Q” TRAMO PEND. “S” DIAMETRO (“) D. COMER. VELOC. FLUJO Hf H. PIEZOMETRIC. PRESION C. DISTRIBUCION 4119.54 4156.59 P-01 4087.95 0.136 1.00 232.28 0.95 1.00 1.97 25.05 4094.49 6.54 CRP T-7 4053.50 0.122 1.00 282.38 0.92 1.00 1.97 22.47 4065.48 11.98 CRP T-7 4053.50 4156.59 P-04 3980.20 0.214 0.60 342.52 0.73 1.00 1.18 15.32 4038.18 57.98 P-01 4087.95 3780.00 P-02 4087.00 0.063 0.20 15.08 0.91 1.00 0.39 0.59 4087.36 0.36 P-01 4087.95 3780.00 P-03 4087.40 0.148 0.20 3.72 1.21 1.50 0.18 0.19 4087.76 0.36 KILOMETRAJE ALINEAMIENTO ALTURA RELLENO ALTURA CORTE TERRENO COTA SUB-RASANTE COTA PENDIENTE 3266.749 3266.625 3266.502 3266.379 3266.256 3266.133 3266.010 3265.886 3265.763 3265.640 3265.517 0+000 0.000 3265.517 0.170 0.025 0.141 0.078 3265.738 3265.810 3265.869 3265.808 0+100 0+200 1.693 1.648 0.068 3266.201 3268.072 3267.904 0.490 1.578 1.114 3268.203 3267.616 3267.239 3260.000 3265.517 ELV = 3265.517 PIV = 0+000 LCV = 0.000 3270.000 +0.616% en 300.000 m 3280.000 3272.780 3268.114 3268.021 3267.927 3267.833 3267.739 3267.645 3267.552 3267.458 3267.364 3267.241 3267.118 3266.995 3266.872 0+300 0.137 3267.378 0.086 0.284 0.576 3267.279 3267.448 3267.204 1.088 0.620 0.302 3267.666 3268.640 3268.078 0+400 1.450 1.419 1.375 3269.020 3269.283 3269.158 0.883 1.341 1.481 3269.362 3269.408 3268.997 3267.364 ELV = 3267.364 PIV = 0+300 LCV = 0.000 +0.469% en 220.000 m 3271.661 3271.335 3271.008 3270.682 3270.355 3270.029 3269.702 3269.376 3269.049 3268.723 3268.396 3268.302 3268.208 0+600 0+500 0.423 0.395 0.438 0.507 3268.740 3268.715 3269.146 3268.791 0.537 0.491 0.452 3269.501 3270.239 3269.867 0+700 0.480 0.370 0.471 3270.725 3270.500 3271.162 0.804 0.747 0.614 3272.082 3271.622 3272.465 3268.396 ELV = 3268.396 PIV = 0+520 LCV = 0.000 +1.633% en 260.000 m 1+000 0.668 3272.984 3273.652 3272.952 3272.921 3272.890 3272.859 3272.828 3272.797 3272.766 3272.734 3272.703 3272.672 3272.641 3272.315 3271.988 0+800 0.825 0.720 0.772 0.792 3273.087 3273.497 3273.361 1.101 0.958 0.844 3273.547 3273.867 3273.692 0+900 1.744 1.527 1.283 3274.355 3274.080 3274.603 0.872 1.051 1.942 3273.972 3274.832 3273.824 3272.641 +0.156% en 420.000 m 3260.000 3270.000 ELV = 3272.641 PIV = 0+780 LCV = 0.000 3280.000 GLOBAL -1.0000,-1.0000,-1.0000 1.0,1.0,1.0 (“nullsurf” “”) (11 “Ka” “0.7”)(11 “Kd” “1”)(11 “Ks” “0.2”)(11 “roughness” “0.5”) -1.0 (“nulldisp” “”) 0.0 0 (“” “”) 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 4060 4070 4070 4070 4070 4080 4080 4090 4090 PI-0 PI-1 PI-2 PI-3 PI-4 PI-5 PI-6 PI-7 PI-8 PI-9 PI-10 PI-11 PI-12 PI-13 PI-14 0+000 0+100 0+200 0+300 0+400 0+500 0+600 0+700 0+800 0+900 1+000.00 1+100.00 429300E 429400E 429500E 429600E 429700E 429800E 8747900N 8748000N 8748100N 8748200N 8748300N 8748400N 8748500N 8748600N 8748700N 8748800N 8748900N 8749000N 8749100N KM 0+00 LAGUNA QUIULICOCHA Q= 5 l/s CT= 4082.46 msnm CAPTACION PROYECTADA KM 1+00 ELV = 4077.264 PIV = 0+200 LCV = 0.000 KILOMETRAJE ALTURA RELLENO ALTURA CORTE TERRENO COTA SUB-RASANTE COTA PENDIENTE 4077.264 4078.373 4079.481 4080.590 4080.945 4081.301 4081.656 4082.011 4082.366 4082.722 4083.077 0+000 3.961 4079.116 4.313 4.123 0.867 2.389 4083.233 4080.333 4085.969 4086.134 0+100 0+200 1.791 2.250 1.165 4082.466 4082.381 4083.195 0.978 0.670 0.306 4079.043 4079.787 4078.242 -1.776% en 105.326 m 4060.000 4070.000 4082.461 -5.543% en 60.000 m 4080.590 4077.264 4080.000 4090.000 ELV = 4082.461 PIV = 0+034.670 LCV = 0.000 ELV = 4080.590 PIV = 0+140 LCV = 0.000 4067.421 4074.053 4074.300 4074.547 4074.794 4075.041 4075.288 4075.535 4075.782 4076.029 4076.276 4076.523 4076.770 4077.017 0+300 1.298 4077.574 1.310 1.247 1.113 4078.017 4078.130 4077.833 1.249 1.273 1.286 4077.315 4076.784 4077.055 0+400 1.296 1.281 1.265 4076.553 4076.090 4076.322 1.340 1.327 1.313 4075.627 4075.860 4075.393 -1.235% en 400.000 m 4066.245 4066.318 4067.519 4068.720 4069.922 4071.123 4072.324 4072.571 4072.818 4073.065 4073.312 4073.559 4073.806 0+600 0+500 1.043 1.212 1.368 1.354 4074.927 4075.160 4074.108 4074.524 0.376 0.704 0.874 4073.692 4072.700 4073.275 0+700 0.934 1.178 0.777 4071.100 4071.900 4069.654 1.078 0.908 0.643 4067.226 4068.162 4067.323 4072.324 -6.006% en 100.000 m 4066.318 ELV = 4066.318 PIV = 0+700 LCV = 0.000 1+000 -4.540% en 140.000 m 1.432 4064.390 ELV = 4065.298 PIV = 0+980 LCV = 0.000 4065.822 4065.298 4065.372 4065.444 4065.517 4065.590 4065.663 4065.736 4065.808 4065.881 4065.954 4066.027 4066.100 4066.172 0+800 1.569 1.589 1.418 1.249 4067.518 4067.523 4067.616 1.320 1.403 1.486 4067.367 4067.056 4067.211 0+900 1.469 1.406 1.330 4066.996 4066.993 4066.986 1.429 1.656 1.563 4067.028 4067.007 4066.727 -0.364% en 280.000 m 4060.000 4065.298 4070.000 ELV = 4072.324 PIV = 0+600 LCV = 0.000 4080.000 4090.000 ESC. H=1/2000, V=1/200 PLANTA LINEA DE CONDUCCION KM 0+00-1+00 LAGUNA QUIULICOCHA PERFIL LONGITUDINAL KM 0+00 – 1+00 ESC. H=1/2000, V=1/200 3790 3800 3800 3810 3810 3820 3820 3830 3830 3840 3840 3850 3850 3860 3860 3870 3870 3880 3880 3890 3890 3900 3900 3910 3910 3920 3920 3930 3930 3940 3940 3950 3950 3960 3960 3970 3970 3980 3980 3990 3990 4000 4000 4010 4010 4020 4020 4030 4030 4040 4040 4050 4050 4060 4060 PI-14 PI-15 PI-16 PI-17 PI-18 PI-19 PI-20 PI-21 PI-22 PI-23 PI-24 PI-25 PI-26 PI-27 PI-28 PI-29 1+000.00 1+100.00 1+200.00 1+300.00 1+400.00 1+500.00 1+600.00 1+700.00 1+800.00 1+900.00 2+000.00 8747300N 8747400N 8747500N 8747600N 8747700N 8747800N 8747900N 8748000N 429600E 429700E 429800E 429900E 430000E 430100E 430200E 430300E 430400E KM 1+00 KM 2+00 KILOMETRAJE ALINEAMIENTO ALTURA RELLENO ALTURA CORTE SUB-RASANTE TERRENO COTA COTA PENDIENTE 4055.168 4055.493 4056.290 4057.049 4057.809 4058.568 4059.328 4059.723 4059.997 4060.924 4062.022 4063.107 4064.012 4064.917 4065.822 1+000 1.432 1.435 1.438 1.441 1.264 1+100 1.074 1.054 1.345 1.514 1+200 1.319 1.124 0.929 0.734 0.502 0.741 -4.540% en 140.000 m 4010.000 4064.390 4063.482 4062.574 4020.000 4061.666 4060.758 4059.850 4058.943 4030.000 4040.000 4058.943 4058.378 4057.814 4057.249 4056.685 -2.823% en 240.000 m 4056.120 4055.556 4054.991 4054.427 4001.990 4007.304 4007.304 4012.633 4018.772 4024.721 4030.670 4033.922 4036.344 4039.590 4042.836 4046.387 4050.518 4054.649 4054.688 4054.071 4054.620 1+300 0.758 0.773 1.955 2.480 1+400 1.640 0.801 0.541 0.586 0.631 1.501 1+500 1.540 1.675 1.810 1.756 1+600 2.511 1.818 -16.456% en 140.000 m 4053.862 4053.298 4052.733 4052.169 4048.878 4045.586 4042.295 4039.004 4052.169 -30.421% en 80.000 m 4035.713 4032.421 4029.130 4023.046 4029.130 ELV = 4004.793 PIV = 1+580 LCV = 0.000 4016.962 4010.877 4010.000 4004.793 4004.793 4000.172 3950.000 4020.000 3960.000 ELV = 4029.130 PIV = 1+500 LCV = 0.000 4030.000 3970.000 4040.000 4004.793 3980.000 ELV = 4058.943 PIV = 1+120 LCV = 0.000 4050.000 4060.000 4070.000 ELV = 4052.169 PIV = 1+360 LCV = 0.000 4050.000 3990.000 4060.000 4000.000 ELV = 4004.793 PIV = 1+580 LCV = 0.000 4070.000 4010.000 -43.611% en 60.000 m 3.109 3853.834 3853.834 3856.943 3868.740 3877.431 3883.699 3883.699 3893.216 3903.641 3918.587 3932.138 3940.843 3948.171 3948.171 3955.499 3964.883 3974.368 3983.853 3988.138 3992.382 3997.186 1+700 1.635 1.452 1.828 2.164 2.362 2.561 2.860 3.078 1+800 3.297 2.138 3.587 3.641 1+900 3.216 3.699 6.184 6.153 -37.731% en 60.000 m 3920.000 3910.000 3900.000 3890.000 -23.104% en 100.000 m 3995.551 3990.930 3986.310 3981.689 -48.417% en 60.000 m 3972.006 3962.322 3952.639 3945.093 3950.000 3952.639 ELV = 3952.639 PIV = 1+740 LCV = 0.000 3960.000 3981.689 3970.000 3980.000 -50.000% en 40.000 m -75.000% en 40.000 m ELV = 3900.000 3937.546 3930.000 3915.000 3900.000 3900.000 3820.000 ELV = 3880.000 PIV = 1+880 LCV = 0.000 3890.000 3880.000 3880.000 3890.000 3862.556 3871.278 3830.000 3900.000 PIV = 1+840 LCV = 0.000 3930.000 3840.000 3910.000 3850.000 3880.000 3920.000 3816.096 3828.677 3828.677 3842.415 3.851 3.085 2+000 3.683 -62.065% en 40.000 m 3824.826 -72.519% en 40.000 m 3824.826 3839.330 3820.000 3812.413 3810.000 3824.826 ELV = 3824.826 PIV = 1+980 LCV = 0.000 3830.000 3820.000 ELV = 3824.826 PIV = 1+980 LCV = 0.000 3840.000 3830.000 3850.000 3840.000 ELV = 3853.834 PIV = 1+940 LCV = 0.000 3950.000 3940.000 3930.000 ELV = 3981.689 PIV = 1+680 LCV = 0.000 3990.000 4000.000 4010.000 ELV = 3930.000 PIV = 1+800 LCV = 0.000 3860.000 3930.000 3870.000 3940.000 ELV = 3880.000 PIV = 1+880 LCV = 0.000 3880.000 3950.000 3860.000 3850.000 3870.000 3860.000 3880.000 3870.000 MEJORAMIENTO DEL SISTEMA DE AGUA POTABLE Y CONSTRUCCION DEL SISTEMA DE PROPIETARIO: VRAC PLANTA Y PERFIL LINEA DE CONDUCCION KM 0+00 – 1+00 PLANO: DIB. DIS. UBICACION: LEV. PROYECTO: 3C CONSORCIO SIGMA JUNIO 2009 FECHA LAMINA: SAP ESC. 1 /1000 01 MUNICIPALIDAD PROVINCIAL DE TARMA CENTRO POBLADO DE HUARACAYO DISTRITO DE ACOBAMBA – PROVINCIA DE TARMA – DEPARTAMENTO DE JUNIN ALCANTARILLADO DEL CENTRO POBLADO DE HUARACAYO MUNICIPALIDAD PROVINCIAL DE TARMA MEJORAMIENTO DEL SISTEMA DE AGUA POTABLE Y CONSTRUCCION DEL SISTEMA DE PROPIETARIO: VRAC PLANTA Y PERFIL LINEA DE CONDUCCION KM 1+00 – 2+00 PLANO: DIB. DIS. UBICACION: LEV. PROYECTO: 3C CONSORCIO SIGMA JUNIO 2009 FECHA LAMINA: SAP ESC. 1 /1000 02 MUNICIPALIDAD PROVINCIAL DE TARMA ALCANTARILLADO DEL CENTRO POBLADO DE HUARACAYO MUNICIPALIDAD PROVINCIAL DE TARMA ESC. H=1/2000, V=1/200 PLANTA LINEA DE CONDUCCION KM 1+00-2+00 PERFIL LONGITUDINAL KM 1+00 – 2+00 ESC. H=1/2000, V=1/200 Q= 5 l/s CT= 4082.46 msnm CAPTACION PROYECTADA CRP -01 CRP -02 3320 3330 3330 3340 3340 3350 3350 3360 3360 3370 3370 3380 3380 3390 3390 3400 3400 3410 3410 3420 3420 3430 3430 3440 3440 3450 3450 3460 3460 3470 3470 3480 3480 3490 3490 3500 3500 3510 3510 3520 3520 3530 3530 3540 3540 3550 3550 3560 3560 3570 3570 3580 3580 3590 3590 3600 3600 3610 3610 3620 3620 3630 3630 3640 3640 3650 3650 3660 3660 3670 3670 3680 3680 3690 3690 3700 3700 3710 3710 3720 3720 3730 3730 3740 3740 3750 3750 3760 3760 3770 3770 3780 3780 3790 3790 3800 3800 3810 3810 3820 3820 3830 3830 3840 3840 3850 3850 3860 3870 PI-28 PI-29 PI-30 PI-31 PI-32 PI-33 PI-34 PI-35 PI-36 PI-37 PI-38 PI-39 PI-40 PI-41 PI-42 2+000.00 2+100.00 2+200.00 2+300.00 2+400.00 2+500.00 2+600.00 2+700.00 2+800.00 2+900.00 3+000.00 8746600N 8746700N 8746800N 8746900N 8747000N 8747100N 8747200N 8747300N 8747400N 430300E 430400E 430500E 430600E 430700E 430800E 430900E KM 2+00 KM 3+00 CRP -03 CRP -04 CRP -05 CRP -06 CRP -07 CRP -01 CRP -02 3512.637 3560.000 -47.187% en 80.000 m 4.166 3590.000 3590.000 ELV = 3590.000 PIV = 2+440 LCV = 0.000 3594.166 3580.000 3640.000 3640.000 3700.000 3700.000 3760.000 3760.000 KILOMETRAJE ALTURA RELLENO ALTURA CORTE SUB-RASANTE TERRENO COTA COTA PENDIENTE 2+200 2+000 2+100 2+300 2+400 3701.387 3712.165 3722.663 3732.674 3742.911 3753.633 3753.633 3763.880 3776.315 3789.701 3803.029 3816.096 3.683 3.029 3.595 4.103 2.405 2.674 2.896 2.911 2.695 2.663 2.165 -53.687% en 60.000 m 3761.475 3772.212 3786.106 3800.000 3812.413 -62.065% en 40.000 m -69.470% en 40.000 m 3698.692 3710.000 3720.000 3730.000 3740.000 3750.737 -50.000% en 60.000 m 3602.335 3611.619 3620.997 3630.377 3638.679 3638.679 3645.198 3652.684 3661.297 3669.911 3679.833 3690.610 3690.610 3.756 3.225 5.141 2.722 3.931 2.640 2.685 2.628 3.525 2.898 2.745 -37.020% en 100.000 m 3642.558 3649.962 3657.366 3664.770 3676.077 3687.385 -56.538% en 80.000 m 3599.437 3608.874 3618.312 3627.749 3635.154 3664.770 3710.000 3772.212 3710.000 3770.000 3770.000 3710.000 3650.000 3650.000 3590.000 ELV = 3710.000 PIV = 2+180 3720.000 3740.000 3800.000 ELV = 3772.212 PIV = 2+060 LCV = 0.000 LCV = 0.000 3780.000 3780.000 3720.000 3660.000 3660.000 3600.000 3627.749 3320.000 3320.000 3340.000 3340.000 3400.000 3400.000 3460.000 3460.000 3510.000 3510.000 3580.000 2+900 -37.067% en 60.000 m 2+500 2+600 2+700 2+800 3490.432 3498.670 3506.906 3516.156 3516.156 3531.629 3542.548 3551.558 3561.071 3569.802 3577.894 3577.894 3585.996 2.302 2.894 3.496 3.399 1.071 7.152 6.230 3.519 2.285 2.432 2.360 -59.204% en 80.000 m 3548.159 3560.000 3567.500 3575.000 3582.500 -37.500% en 80.000 m 3488.147 3496.310 3504.474 3512.637 3524.477 3536.318 -40.817% en 60.000 m 3373.215 3380.429 3387.644 3396.805 3396.805 3408.735 3414.310 3422.281 3435.312 3448.343 3459.098 3459.098 3469.782 3480.466 3.072 3.037 3.106 3.968 3.518 3.069 2.266 2.960 1.413 2.834 2.636 3.034 -31.346% en 40.000 m -67.401% en 40.000 m 3418.313 3431.794 3445.274 3455.992 3466.710 3477.429 -53.591% en 80.000 m 3370.181 3377.595 3385.008 3395.392 3405.775 3412.044 -51.916% en 40.000 m 3+000 3327.851 3334.593 3334.593 3342.672 3354.349 3366.001 3.233 2.045 0.832 3.217 3.371 -34.480% en 120.000 m 3324.480 3331.376 3341.840 3352.304 3362.768 3331.376 ELV = 3331.376 PIV = 2+980 LCV = 0.000 -52.320% en 60.000 m 3512.637 ELV = 3512.637 3520.000 3590.000 PIV = 2+600 LCV = 0.000 3470.000 3520.000 3405.775 3418.313 3410.000 3470.000 ELV = 3405.775 3350.000 PIV = 2+820 LCV = 0.000 3410.000 3488.147 3530.000 3600.000 3480.000 3530.000 ELV = 3418.313 PIV = 2+780 LCV = 0.000 3445.274 3420.000 3480.000 3385.008 3360.000 3420.000 3331.376 3350.000 3362.768 3330.000 LCV = 0.000 ELV = 3331.376 PIV = 2+980 3360.000 3340.000 PIV = 2+360 3730.000 3790.000 3790.000 3730.000 3670.000 ELV = 3664.770 PIV = 2+260 LCV = 0.000 3670.000 3610.000 3750.000 3740.000 3800.000 3800.000 ELV = 3800.000 PIV = 2+020 LCV = 0.000 3740.000 ELV = 3740.000 PIV = 2+120 LCV = 0.000 3810.000 3810.000 3750.000 3680.000 3680.000 3620.000 3690.000 3690.000 ELV = 3627.749 3630.000 3760.000 3820.000 3820.000 3760.000 LCV = 0.000 3700.000 3700.000 3640.000 ELV = 3488.147 PIV = 2+660 LCV = 0.000 3540.000 3610.000 3490.000 3540.000 3430.000 3490.000 3370.000 3430.000 3550.000 3620.000 3500.000 3550.000 3560.000 3630.000 3510.000 3560.000 3440.000 3500.000 3380.000 3440.000 ELV = 3445.274 3450.000 3510.000 PIV = 2+740 LCV = 0.000 ELV = 3385.008 3390.000 3450.000 PIV = 2+860 LCV = 0.000 LCV = 0.000 ELV = 3362.768 PIV = 2+920 3370.000 3350.000 3380.000 3360.000 3360.000 3390.000 3370.000 ELV = 3560.000 PIV = 2+520 LCV = 0.000 ELV = 3512.637 PIV = 2+600 LCV = 0.000 3570.000 3640.000 3520.000 3570.000 3460.000 3520.000 3400.000 3460.000 3400.000 3380.000 MEJORAMIENTO DEL SISTEMA DE AGUA POTABLE Y CONSTRUCCION DEL SISTEMA DE PROPIETARIO: VRAC PLANTA Y PERFIL LINEA DE CONDUCCION KM 2+00 – 3+00 PLANO: DIB. DIS. UBICACION: LEV. PROYECTO: 3C CONSORCIO SIGMA JUNIO 2009 FECHA LAMINA: SAP ESC. 1 /1000 03 MUNICIPALIDAD PROVINCIAL DE TARMA ALCANTARILLADO DEL CENTRO POBLADO DE HUARACAYO MUNICIPALIDAD PROVINCIAL DE TARMA ESC. H=1/2000, V=1/200 PLANTA LINEA DE CONDUCCION KM 2+00-3+00 CRP -03 CRP -04 CRP -05 CRP -06 CRP -07 PERFIL LONGITUDINAL KM 2+00 – 3+00 ESC. H=1/2000, V=1/200 3080 3080 3090 3090 3100 3100 3110 3110 3120 3120 3130 3130 3140 3140 3150 3150 3160 3160 3170 3170 3180 3180 3190 3190 3200 3200 3210 3210 3220 3220 3230 3230 3240 3240 3250 3250 3260 3260 3270 3270 3280 3280 3290 3290 3300 3300 3310 3310 3320 3320 3330 3330 3340 3340 3350 3350 3360 3360 3370 PI-42 PI-43 PI-44 PI-45 PI-46 PI-47 PI-48 PI-49 PI-50 PI-51 PI-52 PI-53 PI-54 PI-55 PI-56 PI-57 PI-58 3+000.00 3+100.00 3+200.00 3+300.00 3+400.00 3+500.00 3+600.00 3+700.00 3+800.00 3+900.00 4+000.00 4+048.32 430800E 430900E 431000E 431100E 431200E 431300E 431400E 431500E 8745800N 8745900N 8746000N 8746100N 8746200N 8746300N 8746400N 8746500N 8746600N CRP -08 CRP -09 V= 90 m3 CT= 3221.26 msnm RESERVORIO PROYECTAD0 EXISTENTE PVC SAP C-10 2″ INICIO RED DE ADUCCION -37.743% en 60.000 m 3232.593 3239.336 3247.831 3257.917 3268.002 3268.002 3277.395 3280.760 3284.123 3287.487 3292.755 3299.896 3307.040 3314.183 3321.109 3327.851 ALTURA RELLENO ALTURA CORTE KILOMETRAJE 3+000 3.371 3.495 3.525 3+100 3.000 3.248 1.263 2.755 3+200 2.089 1.676 2.965 2.501 2.508 2.737 2.367 1.562 TERRENO COTA SUB-RASANTE COTA PENDIENTE -18.882% en 80.000 m -34.480% en 120.000 m 3324.480 3310.688 3317.584 3270.000 3296.896 3303.792 3286.224 3290.000 3280.000 3290.000 3274.894 -49.285% en 60.000 m 3210.000 3278.671 3282.447 3265.037 3274.894 3270.000 3245.323 3255.180 3230.226 3237.774 3220.000 ELV = 3274.894 PIV = 3+180 LCV = 0.000 3280.000 LCV = 0.000 3290.000 ELV = 3290.000 PIV = 3+100 3300.000 3230.000 3290.000 3245.323 3240.000 3300.000 3310.000 3320.000 3250.000 3310.000 ELV = 3245.323 PIV = 3+240 LCV = 0.000 3260.000 3320.000 3330.000 3270.000 3330.000 ELV = 3083.154 PIV = 3+920 LCV = 0.000 3084.620 3088.824 3088.824 3093.046 3098.349 3103.626 3108.883 3114.662 3118.833 3120.463 3125.970 3131.893 3135.278 3138.606 3141.849 3144.989 3148.482 3148.482 3153.743 3161.812 3167.167 3168.905 3171.776 3176.740 3181.891 3187.041 3192.193 3197.563 3205.481 3205.481 3213.108 3215.826 3218.544 3221.262 3224.143 3+600 3+300 1.446 1.466 1.733 1.590 3+400 0.958 1.877 1.087 0.251 3+500 2.292 2.643 1.776 1.941 3.217 1.930 2.205 0.887 0.630 0.534 1.427 1.080 3+700 1.893 1.689 1.429 1.453 3+800 1.200 2.585 2.111 1.394 3+900 0.712 1.424 1.466 1.080 -46.931% en 20.000 m ELV = 3151.538 PIV = 3+600 LCV = 0.000 ELV = 3160.925 3180.000 3170.000 3160.000 3150.000 -33.542% en 80.000 m -14.307% en 80.000 m 3219.816 3222.677 3214.093 3216.954 3204.523 3211.231 3191.106 3197.814 3150.000 3211.231 3210.000 3222.677 ELV = 3211.231 PIV = 3+380 LCV = 0.000 3160.000 3220.000 -23.997% en 60.000 m 3179.599 3184.398 3170.000 3174.799 3163.950 3166.975 3151.538 3160.925 -15.126% en 60.000 m 3151.538 3170.000 3160.925 ELV = 3222.677 PIV = 3+300 LCV = 0.000 3170.000 3230.000 3180.000 3240.000 LCV = 0.000 ELV = 3170.000 PIV = 3+520 3184.398 PIV = 3+580 LCV = 0.000 3119.034 -27.414% en 40.000 m -17.949% en 120.000 m 3144.359 3147.948 3137.179 3140.769 3090.000 3130.000 3133.589 3119.034 3124.517 3100.000 -29.866% en 40.000 m 3113.462 3116.248 3101.515 3107.489 -13.932% en 40.000 m 3092.334 3096.925 3083.154 3087.744 -22.952% en 80.000 m 3090.000 3070.000 3101.515 3113.462 3083.154 3100.000 3080.000 ELV = 3119.034 PIV = 3+760 LCV = 0.000 3110.000 3130.000 3120.000 ELV = 3101.515 PIV = 3+840 LCV = 0.000 3110.000 3090.000 ELV = 3113.462 PIV = 3+800 LCV = 0.000 3100.000 3120.000 3075.404 3076.544 3078.062 3081.107 4+000 0.851 0.924 0.932 0.703 3077.211 -6.848% en 88.317 m 3077.211 3080.183 3074.472 3075.841 -14.856% en 40.000 m 3070.000 ELV = 3077.211 PIV = 3+960 LCV = 0.000 3080.000 3090.000 3100.000 3210.000 3200.000 3190.000 3190.000 3250.000 3200.000 3260.000 ELV = 3184.398 PIV = 3+460 LCV = 0.000 3210.000 3270.000 3130.000 ELV = 3130.000 PIV = 3+720 LCV = 0.000 3140.000 3130.000 3110.000 3140.000 3120.000 3150.000 3150.000 3130.000 3110.000 3120.000 3130.000 MEJORAMIENTO DEL SISTEMA DE AGUA POTABLE Y CONSTRUCCION DEL SISTEMA DE PROPIETARIO: VRAC PLANTA Y PERFIL LINEA DE CONDUCCION KM 3+00 – 4+00 PLANO: DIB. DIS. UBICACION: LEV. PROYECTO: 3C CONSORCIO SIGMA JUNIO 2009 FECHA LAMINA: SAP ESC. 1 /1000 04 MUNICIPALIDAD PROVINCIAL DE TARMA ALCANTARILLADO DEL CENTRO POBLADO DE HUARACAYO MUNICIPALIDAD PROVINCIAL DE TARMA ESC. H=1/2000, V=1/200 PLANTA LINEA DE CONDUCCION – ADUCCION KM 3+00-4+048 ESC. H=1/2000, V=1/200 PERFIL LONGITUDINAL KM 3+00-4+048 CRP -08 V= 90 m3 CT= 3221.26 msnm RESERVORIO PROYECTAD0 CRP -09 CURVAS DE NIVEL CAMINOS EJE DE SISTEMA LEYENDA ESTRUCTURAS CURVAS DE NIVEL CURVAS DE NIVEL CAMINOS EJE DE SISTEMA LEYENDA ESTRUCTURAS CURVAS DE NIVEL CURVAS DE NIVEL CAMINOS EJE DE SISTEMA LEYENDA ESTRUCTURAS CURVAS DE NIVEL CURVAS DE NIVEL CAMINOS EJE DE SISTEMA LEYENDA ESTRUCTURAS CURVAS DE NIVEL Tuberia PVC SAP – C 10 \fArial Narrow|b0|i1|c0|p34;\H1.063x;d\fArial|b0|i0|c161|p34;\H0.9407x; \fArial|b0|i0|c0|p34;2 1/2\fArial|b0|i0|c161|p34;” LINEA DE CONDUCCION Tuberia PVC SAP – C 10 \fArial Narrow|b0|i1|c0|p34;\H1.063x;d\fArial|b0|i0|c161|p34;\H0.9407x; \fArial|b0|i0|c0|p34;2 1/2\fArial|b0|i0|c161|p34;” LINEA DE CONDUCCION Tuberia PVC SAP – C 10 \fArial Narrow|b0|i1|c0|p34;\H1.063x;d\fArial|b0|i0|c161|p34;\H0.9407x; \fArial|b0|i0|c0|p34;2 1/2\fArial|b0|i0|c161|p34;” LINEA DE CONDUCCION Tuberia PVC SAP – C 10 \fArial Narrow|b0|i1|c0|p34;\H1.063x;d\fArial|b0|i0|c161|p34;\H0.9407x; \fArial|b0|i0|c0|p34;2 1/2\fArial|b0|i0|c161|p34;” LINEA DE CONDUCCION Tuberia PVC SAP – C 10 \fArial Narrow|b0|i1|c0|p34;\H1.063x;d\fArial|b0|i0|c161|p34;\H0.9407x; \fArial|b0|i0|c0|p34;2 1/2\fArial|b0|i0|c161|p34;” LINEA DE CONDUCCION Tuberia PVC SAP – C 10 \fArial Narrow|b0|i1|c0|p34;\H1.063x;d\fArial|b0|i0|c161|p34;\H0.9407x; \fArial|b0|i0|c0|p34;2 1/2\fArial|b0|i0|c161|p34;” LINEA DE CONDUCCION Tuberia PVC SAP – C 10 \fArial Narrow|b0|i1|c0|p34;\H1.063x;d\fArial|b0|i0|c161|p34;\H0.9407x; \fArial|b0|i0|c0|p34;2 1/2\fArial|b0|i0|c161|p34;” LINEA DE CONDUCCION Tuberia PVC SAP – C 10 \fArial Narrow|b0|i1|c0|p34;\H1.063x;d\fArial|b0|i0|c161|p34;\H0.9407x; \fArial|b0|i0|c0|p34;2 1/2\fArial|b0|i0|c161|p34;” LINEA DE CONDUCCION LINEA PIEZOMETRICA V=1.10 Hf=27.47 LINEA PIEZOMETRICA V=1.10 Hf=27.47 LINEA PIEZOMETRICA V=12.47 Hf=32.15 LINEA PIEZOMETRICA V=2.47 Hf=19.79 LINEA PIEZOMETRICA V=2.47 Hf=24.73 LINEA PIEZOMETRICA V=2.47 Hf=27.21 LINEA PIEZOMETRICA V=2.47 Hf=24.73 LINEA PIEZOMETRICA V=2.47 Hf=27.21 LINEA PIEZOMETRICA V=2.47 Hf=29.68 LINEA PIEZOMETRICA V=2.47 Hf=29.68 LINEA PIEZOMETRICA V=2.47 Hf=47.00 LINEA PIEZOMETRICA V=2.47 Hf=47.00 LINEA PIEZOMETRICA V=2.47 Hf=43.04 LINEA PIEZOMETRICA V=2.47 Hf=43.04 L= 32.00 ML A MEJORAR MURO DE CONTENCION CENTRO POBLADO DE HUARACAYO DISTRITO DE ACOBAMBA – PROVINCIA DE TARMA – DEPARTAMENTO DE JUNIN CENTRO POBLADO DE HUARACAYO DISTRITO DE ACOBAMBA – PROVINCIA DE TARMA – DEPARTAMENTO DE JUNIN CENTRO POBLADO DE HUARACAYO DISTRITO DE ACOBAMBA – PROVINCIA DE TARMA – DEPARTAMENTO DE JUNIN \A1;2.00 \A1;.30 \A1;.30 \A1;2.00 \A1;.30 \A1;.30 PROGRESIVA LONG. Inicio Final ml 0+.00 0+5.00 5.00 M 2.0 0+145.00 0+165.00 20.00 M 1.5 0+186.00 0+195.00 9.00 M 1.5 0+290.00 0+310.00 20.00 M 1.5 0+795.00 0+808.00 13.00 M 1.5 0+837.00 0+843.00 6.00 M 1.5 1+135.00 1+145.00 10.00 M 1.5 1+190.00 1+210.00 20.00 M 1.5 1+365.00 1+382.50 17.50 M 1.5 2+115.00 2+125.00 10.00 M 1.5 2+505.00 2+528.00 23.00 MB 7.5 2+682.50 2+687.50 5.00 M 3.5 3+015.00 3+028.00 13.00 M 1.5 4+430.00 4+450.00 20.00 M 3.5 4+450.00 4+462.00 12.00 M 3.0 4+462.00 4+496.00 34.00 M 1.5 4+594.00 4+599.00 5.00 M 2.5 4+599.00 4+605.00 6.00 M 1.5 5+705.00 5+718.00 13.00 MB 4.0 6+625.00 6+635.00 10.00 M 1.5 6+663.00 6+688.00 25.00 MB 2.0 6+712.00 6+724.00 12.00 M 3.0 6+724.00 6+735.00 11.00 M 4.0 6+735.00 6+750.00 15.00 M 3.0 6+785.00 6+810.00 25.00 M 1.5 6+886.00 6+905.00 19.00 M 2.0 7+585.00 7+610.00 25.00 M 3.5 7+770.00 7+790.00 20.00 M 2.0 7+790.00 7+805.00 15.00 M 1.5 7+805.00 7+810.00 5.00 M 2.0 7+810.00 7+827.00 17.00 M 3.0 7+827.00 7+835.00 8.00 M 2.0 8+375.00 8+388.00 13.00 MB 3.0 8+579.00 8+585.00 6.00 M 3.0 9+052.00 9+070.00 18.00 M 3.0 9+070.00 9+090.00 20.00 M 2.0 9+355.00 9+363.00 8.00 M 2.5 9+363.00 9+375.00 12.00 M 3.5 9+410.00 9+425.00 15.00 M 3.0 9+425.00 9+432.00 7.00 M 3.5 9+432.00 9+440.50 8.50 M 5.0 9+440.50 9+444.00 3.50 M 4.0 9+511.00 9+515.00 4.00 M 3.5 9+517.00 9+524.00 7.00 M 1.5 9+590.00 9+605.00 15.00 M 1.5 9+630.00 9+650.00 20.00 M 4.0 9+691.00 9+704.00 13.00 M 3.5 10+558.00 10+570.00 12.00 M 1.5 10+570.00 10+590.00 20.00 M 2.0 10+836.00 10+845.00 9.00 M 1.5 10+845.00 10+850.00 5.00 M 2.0 10+850.00 10+870.00 20.00 M 2.5 10+870.00 10+890.00 20.00 M 2.0 11+150.00 11+165.00 15.00 M 2.0 11+165.00 11+170.00 5.00 M 2.5 11+170.00 11+190.00 20.00 M 3.5 11+290.00 11+305.00 15.00 M 3.0 11+305.00 11+327.00 22.00 M 3.5 11+405.00 11+415.00 10.00 M 3.0 11+415.00 11+418.00 3.00 M 2.0 11+418.00 11+425.00 7.00 M 1.5 11+615.00 11+655.00 40.00 M 1.5 11+725.00 11+755.00 30.00 M 1.5 12+217.00 12+247.00 30.00 MB 2.0 12+574.00 12+584.00 10.00 M 2.5 12+635.00 12+655.00 20.00 M 1.5 12+697.00 12+703.00 6.00 M 1.5 12+930.00 12+955.00 25.00 M 1.5 12+974.00 12+986.00 12.00 M 1.5 13+055.00 13+065.00 10.00 M 1.5 13+086.00 13+094.00 8.00 M 1.5 13+150.00 13+175.00 25.00 M 1.5 13+215.00 13+225.00 10.00 M 1.5 TIPO PROGRESIVA LONG. Inicio Final ml 0+.00 0+5.00 5.00 M 2.0 0+145.00 0+165.00 20.00 M 1.5 0+186.00 0+195.00 9.00 M 1.5 0+290.00 0+310.00 20.00 M 1.5 0+795.00 0+808.00 13.00 M 1.5 0+837.00 0+843.00 6.00 M 1.5 1+135.00 1+145.00 10.00 M 1.5 1+190.00 1+210.00 20.00 M 1.5 1+365.00 1+382.50 17.50 M 1.5 2+115.00 2+125.00 10.00 M 1.5 2+505.00 2+528.00 23.00 MB 7.5 2+682.50 2+687.50 5.00 M 3.5 3+015.00 3+028.00 13.00 M 1.5 4+430.00 4+450.00 20.00 M 3.5 4+450.00 4+462.00 12.00 M 3.0 4+462.00 4+496.00 34.00 M 1.5 4+594.00 4+599.00 5.00 M 2.5 4+599.00 4+605.00 6.00 M 1.5 5+705.00 5+718.00 13.00 MB 4.0 6+625.00 6+635.00 10.00 M 1.5 6+663.00 6+688.00 25.00 MB 2.0 6+712.00 6+724.00 12.00 M 3.0 6+724.00 6+735.00 11.00 M 4.0 6+735.00 6+750.00 15.00 M 3.0 6+785.00 6+810.00 25.00 M 1.5 6+886.00 6+905.00 19.00 M 2.0 7+585.00 7+610.00 25.00 M 3.5 7+770.00 7+790.00 20.00 M 2.0 7+790.00 7+805.00 15.00 M 1.5 7+805.00 7+810.00 5.00 M 2.0 7+810.00 7+827.00 17.00 M 3.0 7+827.00 7+835.00 8.00 M 2.0 8+375.00 8+388.00 13.00 MB 3.0 8+579.00 8+585.00 6.00 M 3.0 9+052.00 9+070.00 18.00 M 3.0 9+070.00 9+090.00 20.00 M 2.0 9+355.00 9+363.00 8.00 M 2.5 9+363.00 9+375.00 12.00 M 3.5 9+410.00 9+425.00 15.00 M 3.0 9+425.00 9+432.00 7.00 M 3.5 9+432.00 9+440.50 8.50 M 5.0 9+440.50 9+444.00 3.50 M 4.0 9+511.00 9+515.00 4.00 M 3.5 9+517.00 9+524.00 7.00 M 1.5 9+590.00 9+605.00 15.00 M 1.5 9+630.00 9+650.00 20.00 M 4.0 9+691.00 9+704.00 13.00 M 3.5 10+558.00 10+570.00 12.00 M 1.5 10+570.00 10+590.00 20.00 M 2.0 10+836.00 10+845.00 9.00 M 1.5 10+845.00 10+850.00 5.00 M 2.0 10+850.00 10+870.00 20.00 M 2.5 10+870.00 10+890.00 20.00 M 2.0 11+150.00 11+165.00 15.00 M 2.0 11+165.00 11+170.00 5.00 M 2.5 11+170.00 11+190.00 20.00 M 3.5 11+290.00 11+305.00 15.00 M 3.0 11+305.00 11+327.00 22.00 M 3.5 11+405.00 11+415.00 10.00 M 3.0 11+415.00 11+418.00 3.00 M 2.0 11+418.00 11+425.00 7.00 M 1.5 11+615.00 11+655.00 40.00 M 1.5 11+725.00 11+755.00 30.00 M 1.5 12+217.00 12+247.00 30.00 MB 2.0 12+574.00 12+584.00 10.00 M 2.5 12+635.00 12+655.00 20.00 M 1.5 12+697.00 12+703.00 6.00 M 1.5 12+930.00 12+955.00 25.00 M 1.5 12+974.00 12+986.00 12.00 M 1.5 13+055.00 13+065.00 10.00 M 1.5 13+086.00 13+094.00 8.00 M 1.5 13+150.00 13+175.00 25.00 M 1.5 13+215.00 13+225.00 10.00 M 1.5 TIPO PROGRESIVA LONG. Inicio Final ml 0+.00 0+5.00 5.00 M 2.0 0+145.00 0+165.00 20.00 M 1.5 0+186.00 0+195.00 9.00 M 1.5 0+290.00 0+310.00 20.00 M 1.5 0+795.00 0+808.00 13.00 M 1.5 0+837.00 0+843.00 6.00 M 1.5 1+135.00 1+145.00 10.00 M 1.5 1+190.00 1+210.00 20.00 M 1.5 1+365.00 1+382.50 17.50 M 1.5 2+115.00 2+125.00 10.00 M 1.5 2+505.00 2+528.00 23.00 MB 7.5 2+682.50 2+687.50 5.00 M 3.5 3+015.00 3+028.00 13.00 M 1.5 4+430.00 4+450.00 20.00 M 3.5 4+450.00 4+462.00 12.00 M 3.0 4+462.00 4+496.00 34.00 M 1.5 4+594.00 4+599.00 5.00 M 2.5 4+599.00 4+605.00 6.00 M 1.5 5+705.00 5+718.00 13.00 MB 4.0 6+625.00 6+635.00 10.00 M 1.5 6+663.00 6+688.00 25.00 MB 2.0 6+712.00 6+724.00 12.00 M 3.0 6+724.00 6+735.00 11.00 M 4.0 6+735.00 6+750.00 15.00 M 3.0 6+785.00 6+810.00 25.00 M 1.5 6+886.00 6+905.00 19.00 M 2.0 7+585.00 7+610.00 25.00 M 3.5 7+770.00 7+790.00 20.00 M 2.0 7+790.00 7+805.00 15.00 M 1.5 7+805.00 7+810.00 5.00 M 2.0 7+810.00 7+827.00 17.00 M 3.0 7+827.00 7+835.00 8.00 M 2.0 8+375.00 8+388.00 13.00 MB 3.0 8+579.00 8+585.00 6.00 M 3.0 9+052.00 9+070.00 18.00 M 3.0 9+070.00 9+090.00 20.00 M 2.0 9+355.00 9+363.00 8.00 M 2.5 9+363.00 9+375.00 12.00 M 3.5 9+410.00 9+425.00 15.00 M 3.0 9+425.00 9+432.00 7.00 M 3.5 9+432.00 9+440.50 8.50 M 5.0 9+440.50 9+444.00 3.50 M 4.0 9+511.00 9+515.00 4.00 M 3.5 9+517.00 9+524.00 7.00 M 1.5 9+590.00 9+605.00 15.00 M 1.5 9+630.00 9+650.00 20.00 M 4.0 9+691.00 9+704.00 13.00 M 3.5 10+558.00 10+570.00 12.00 M 1.5 10+570.00 10+590.00 20.00 M 2.0 10+836.00 10+845.00 9.00 M 1.5 10+845.00 10+850.00 5.00 M 2.0 10+850.00 10+870.00 20.00 M 2.5 10+870.00 10+890.00 20.00 M 2.0 11+150.00 11+165.00 15.00 M 2.0 11+165.00 11+170.00 5.00 M 2.5 11+170.00 11+190.00 20.00 M 3.5 11+290.00 11+305.00 15.00 M 3.0 11+305.00 11+327.00 22.00 M 3.5 11+405.00 11+415.00 10.00 M 3.0 11+415.00 11+418.00 3.00 M 2.0 11+418.00 11+425.00 7.00 M 1.5 11+615.00 11+655.00 40.00 M 1.5 11+725.00 11+755.00 30.00 M 1.5 12+217.00 12+247.00 30.00 MB 2.0 12+574.00 12+584.00 10.00 M 2.5 12+635.00 12+655.00 20.00 M 1.5 12+697.00 12+703.00 6.00 M 1.5 12+930.00 12+955.00 25.00 M 1.5 12+974.00 12+986.00 12.00 M 1.5 13+055.00 13+065.00 10.00 M 1.5 13+086.00 13+094.00 8.00 M 1.5 13+150.00 13+175.00 25.00 M 1.5 13+215.00 13+225.00 10.00 M 1.5 13+295.00 13+305.00 10.00 M 1.5 13+336.00 13+344.00 8.00 M 1.5 13+447.00 13+453.00 6.00 M 1.5 13+470.00 13+485.00 15.00 M 2.5 13+485.00 13+515.00 30.00 M 2.0 13+805.00 13+815.00 10.00 M 1.5 13+865.00 13+925.00 60.00 M 1.5 13+948.00 13+957.00 9.00 M 3.0 13+957.00 13+962.00 5.00 M 1.5 14+005.00 14+023.00 18.00 M 1.5 14+065.00 14+075.00 10.00 M 1.5 14+475.00 14+490.00 15.00 M 1.5 14+490.00 14+506.00 16.00 M 2.5 14+506.00 14+515.00 9.00 M 1.5 14+695.00 14+703.00 8.00 M 2.5 14+935.00 14+945.00 10.00 M 3.0 14+996.00 15+004.00 8.00 M 1.5 15+135.00 15+168.00 33.00 M 1.5 15+634.00 15+644.00 10.00 M 2.0 15+644.00 15+654.00 10.00 M 2.5 15+654.00 15+676.00 22.00 M 4.0 TIPO PROGRESIVA LONG. Inicio Final ml 0+.00 0+5.00 5.00 M 2.0 0+145.00 0+165.00 20.00 M 1.5 0+186.00 0+195.00 9.00 M 1.5 0+290.00 0+310.00 20.00 M 1.5 0+795.00 0+808.00 13.00 M 1.5 0+837.00 0+843.00 6.00 M 1.5 1+135.00 1+145.00 10.00 M 1.5 1+190.00 1+210.00 20.00 M 1.5 1+365.00 1+382.50 17.50 M 1.5 2+115.00 2+125.00 10.00 M 1.5 2+505.00 2+528.00 23.00 MB 7.5 2+682.50 2+687.50 5.00 M 3.5 3+015.00 3+028.00 13.00 M 1.5 4+430.00 4+450.00 20.00 M 3.5 4+450.00 4+462.00 12.00 M 3.0 4+462.00 4+496.00 34.00 M 1.5 4+594.00 4+599.00 5.00 M 2.5 4+599.00 4+605.00 6.00 M 1.5 5+705.00 5+718.00 13.00 MB 4.0 6+625.00 6+635.00 10.00 M 1.5 6+663.00 6+688.00 25.00 MB 2.0 6+712.00 6+724.00 12.00 M 3.0 6+724.00 6+735.00 11.00 M 4.0 6+735.00 6+750.00 15.00 M 3.0 6+785.00 6+810.00 25.00 M 1.5 6+886.00 6+905.00 19.00 M 2.0 7+585.00 7+610.00 25.00 M 3.5 7+770.00 7+790.00 20.00 M 2.0 7+790.00 7+805.00 15.00 M 1.5 7+805.00 7+810.00 5.00 M 2.0 7+810.00 7+827.00 17.00 M 3.0 7+827.00 7+835.00 8.00 M 2.0 8+375.00 8+388.00 13.00 MB 3.0 8+579.00 8+585.00 6.00 M 3.0 9+052.00 9+070.00 18.00 M 3.0 9+070.00 9+090.00 20.00 M 2.0 9+355.00 9+363.00 8.00 M 2.5 9+363.00 9+375.00 12.00 M 3.5 9+410.00 9+425.00 15.00 M 3.0 9+425.00 9+432.00 7.00 M 3.5 9+432.00 9+440.50 8.50 M 5.0 9+440.50 9+444.00 3.50 M 4.0 9+511.00 9+515.00 4.00 M 3.5 9+517.00 9+524.00 7.00 M 1.5 9+590.00 9+605.00 15.00 M 1.5 9+630.00 9+650.00 20.00 M 4.0 9+691.00 9+704.00 13.00 M 3.5 10+558.00 10+570.00 12.00 M 1.5 10+570.00 10+590.00 20.00 M 2.0 10+836.00 10+845.00 9.00 M 1.5 10+845.00 10+850.00 5.00 M 2.0 10+850.00 10+870.00 20.00 M 2.5 10+870.00 10+890.00 20.00 M 2.0 11+150.00 11+165.00 15.00 M 2.0 11+165.00 11+170.00 5.00 M 2.5 11+170.00 11+190.00 20.00 M 3.5 11+290.00 11+305.00 15.00 M 3.0 11+305.00 11+327.00 22.00 M 3.5 11+405.00 11+415.00 10.00 M 3.0 11+415.00 11+418.00 3.00 M 2.0 11+418.00 11+425.00 7.00 M 1.5 11+615.00 11+655.00 40.00 M 1.5 11+725.00 11+755.00 30.00 M 1.5 12+217.00 12+247.00 30.00 MB 2.0 12+574.00 12+584.00 10.00 M 2.5 12+635.00 12+655.00 20.00 M 1.5 12+697.00 12+703.00 6.00 M 1.5 12+930.00 12+955.00 25.00 M 1.5 12+974.00 12+986.00 12.00 M 1.5 13+055.00 13+065.00 10.00 M 1.5 13+086.00 13+094.00 8.00 M 1.5 13+150.00 13+175.00 25.00 M 1.5 13+215.00 13+225.00 10.00 M 1.5 13+295.00 13+305.00 10.00 M 1.5 13+336.00 13+344.00 8.00 M 1.5 13+447.00 13+453.00 6.00 M 1.5 13+470.00 13+485.00 15.00 M 2.5 13+485.00 13+515.00 30.00 M 2.0 13+805.00 13+815.00 10.00 M 1.5 13+865.00 13+925.00 60.00 M 1.5 13+948.00 13+957.00 9.00 M 3.0 13+957.00 13+962.00 5.00 M 1.5 14+005.00 14+023.00 18.00 M 1.5 14+065.00 14+075.00 10.00 M 1.5 14+475.00 14+490.00 15.00 M 1.5 14+490.00 14+506.00 16.00 M 2.5 14+506.00 14+515.00 9.00 M 1.5 14+695.00 14+703.00 8.00 M 2.5 14+935.00 14+945.00 10.00 M 3.0 14+996.00 15+004.00 8.00 M 1.5 15+135.00 15+168.00 33.00 M 1.5 15+634.00 15+644.00 10.00 M 2.0 15+644.00 15+654.00 10.00 M 2.5 15+654.00 15+676.00 22.00 M 4.0 15+676.00 15+685.00 9.00 M 3.0 15+685.00 15+705.00 20.00 M 2.5 15+700.00 15+720.00 20.00 MB 3.0 16+390.00 16+415.00 25.00 M 4.0 16+855.00 16+872.00 17.00 M 2.5 16+872.00 16+876.00 4.00 M 3.0 16+876.00 16+885.00 9.00 M 4.0 16+885.00 16+895.00 10.00 M 5.0 16+895.00 16+899.00 4.00 M 4.0 16+899.00 16+905.00 6.00 M 3.5 16+905.00 16+915.00 10.00 M 2.5 16+990.00 17+007.00 17.00 M 3.5 17+007.00 17+015.00 8.00 M 2.5 17+015.00 17+033.00 18.00 M 3.5 17+033.00 17+038.50 5.50 M 2.5 17+055.00 17+064.00 9.00 M 2.0 17+064.00 17+075.00 11.00 M 3.0 17+158.00 17+168.00 10.00 M 4.0 17+365.00 17+395.00 30.00 MC 8.8 17+535.00 17+543.00 8.00 M 1.5 17+610.00 17+637.00 27.00 M 3.0 17+637.00 17+645.00 8.00 M 2.0 TIPO PROGRESIVA LONG. Inicio Final ml 0+.00 0+5.00 5.00 M 2.0 0+145.00 0+165.00 20.00 M 1.5 0+186.00 0+195.00 9.00 M 1.5 0+290.00 0+310.00 20.00 M 1.5 0+795.00 0+808.00 13.00 M 1.5 0+837.00 0+843.00 6.00 M 1.5 1+135.00 1+145.00 10.00 M 1.5 1+190.00 1+210.00 20.00 M 1.5 1+365.00 1+382.50 17.50 M 1.5 2+115.00 2+125.00 10.00 M 1.5 2+505.00 2+528.00 23.00 MB 7.5 2+682.50 2+687.50 5.00 M 3.5 3+015.00 3+028.00 13.00 M 1.5 4+430.00 4+450.00 20.00 M 3.5 4+450.00 4+462.00 12.00 M 3.0 4+462.00 4+496.00 34.00 M 1.5 4+594.00 4+599.00 5.00 M 2.5 4+599.00 4+605.00 6.00 M 1.5 5+705.00 5+718.00 13.00 MB 4.0 6+625.00 6+635.00 10.00 M 1.5 6+663.00 6+688.00 25.00 MB 2.0 6+712.00 6+724.00 12.00 M 3.0 6+724.00 6+735.00 11.00 M 4.0 6+735.00 6+750.00 15.00 M 3.0 6+785.00 6+810.00 25.00 M 1.5 6+886.00 6+905.00 19.00 M 2.0 7+585.00 7+610.00 25.00 M 3.5 7+770.00 7+790.00 20.00 M 2.0 7+790.00 7+805.00 15.00 M 1.5 7+805.00 7+810.00 5.00 M 2.0 7+810.00 7+827.00 17.00 M 3.0 7+827.00 7+835.00 8.00 M 2.0 8+375.00 8+388.00 13.00 MB 3.0 8+579.00 8+585.00 6.00 M 3.0 9+052.00 9+070.00 18.00 M 3.0 9+070.00 9+090.00 20.00 M 2.0 9+355.00 9+363.00 8.00 M 2.5 9+363.00 9+375.00 12.00 M 3.5 9+410.00 9+425.00 15.00 M 3.0 9+425.00 9+432.00 7.00 M 3.5 9+432.00 9+440.50 8.50 M 5.0 9+440.50 9+444.00 3.50 M 4.0 9+511.00 9+515.00 4.00 M 3.5 9+517.00 9+524.00 7.00 M 1.5 9+590.00 9+605.00 15.00 M 1.5 9+630.00 9+650.00 20.00 M 4.0 9+691.00 9+704.00 13.00 M 3.5 10+558.00 10+570.00 12.00 M 1.5 10+570.00 10+590.00 20.00 M 2.0 10+836.00 10+845.00 9.00 M 1.5 10+845.00 10+850.00 5.00 M 2.0 10+850.00 10+870.00 20.00 M 2.5 10+870.00 10+890.00 20.00 M 2.0 11+150.00 11+165.00 15.00 M 2.0 11+165.00 11+170.00 5.00 M 2.5 11+170.00 11+190.00 20.00 M 3.5 11+290.00 11+305.00 15.00 M 3.0 11+305.00 11+327.00 22.00 M 3.5 11+405.00 11+415.00 10.00 M 3.0 11+415.00 11+418.00 3.00 M 2.0 11+418.00 11+425.00 7.00 M 1.5 11+615.00 11+655.00 40.00 M 1.5 11+725.00 11+755.00 30.00 M 1.5 12+217.00 12+247.00 30.00 MB 2.0 12+574.00 12+584.00 10.00 M 2.5 12+635.00 12+655.00 20.00 M 1.5 12+697.00 12+703.00 6.00 M 1.5 12+930.00 12+955.00 25.00 M 1.5 12+974.00 12+986.00 12.00 M 1.5 13+055.00 13+065.00 10.00 M 1.5 13+086.00 13+094.00 8.00 M 1.5 13+150.00 13+175.00 25.00 M 1.5 13+215.00 13+225.00 10.00 M 1.5 13+295.00 13+305.00 10.00 M 1.5 13+336.00 13+344.00 8.00 M 1.5 13+447.00 13+453.00 6.00 M 1.5 13+470.00 13+485.00 15.00 M 2.5 13+485.00 13+515.00 30.00 M 2.0 13+805.00 13+815.00 10.00 M 1.5 13+865.00 13+925.00 60.00 M 1.5 13+948.00 13+957.00 9.00 M 3.0 13+957.00 13+962.00 5.00 M 1.5 14+005.00 14+023.00 18.00 M 1.5 14+065.00 14+075.00 10.00 M 1.5 14+475.00 14+490.00 15.00 M 1.5 14+490.00 14+506.00 16.00 M 2.5 14+506.00 14+515.00 9.00 M 1.5 14+695.00 14+703.00 8.00 M 2.5 14+935.00 14+945.00 10.00 M 3.0 14+996.00 15+004.00 8.00 M 1.5 15+135.00 15+168.00 33.00 M 1.5 15+634.00 15+644.00 10.00 M 2.0 15+644.00 15+654.00 10.00 M 2.5 15+654.00 15+676.00 22.00 M 4.0 15+676.00 15+685.00 9.00 M 3.0 15+685.00 15+705.00 20.00 M 2.5 15+700.00 15+720.00 20.00 MB 3.0 16+390.00 16+415.00 25.00 M 4.0 16+855.00 16+872.00 17.00 M 2.5 16+872.00 16+876.00 4.00 M 3.0 16+876.00 16+885.00 9.00 M 4.0 16+885.00 16+895.00 10.00 M 5.0 16+895.00 16+899.00 4.00 M 4.0 16+899.00 16+905.00 6.00 M 3.5 16+905.00 16+915.00 10.00 M 2.5 16+990.00 17+007.00 17.00 M 3.5 17+007.00 17+015.00 8.00 M 2.5 17+015.00 17+033.00 18.00 M 3.5 17+033.00 17+038.50 5.50 M 2.5 17+055.00 17+064.00 9.00 M 2.0 17+064.00 17+075.00 11.00 M 3.0 17+158.00 17+168.00 10.00 M 4.0 17+365.00 17+395.00 30.00 MC 8.8 17+535.00 17+543.00 8.00 M 1.5 17+610.00 17+637.00 27.00 M 3.0 17+637.00 17+645.00 8.00 M 2.0 TIPO PROGRESIVA LONG. Inicio Final ml 0+.00 0+5.00 5.00 M 2.0 0+145.00 0+165.00 20.00 M 1.5 0+186.00 0+195.00 9.00 M 1.5 0+290.00 0+310.00 20.00 M 1.5 0+795.00 0+808.00 13.00 M 1.5 0+837.00 0+843.00 6.00 M 1.5 1+135.00 1+145.00 10.00 M 1.5 1+190.00 1+210.00 20.00 M 1.5 1+365.00 1+382.50 17.50 M 1.5 2+115.00 2+125.00 10.00 M 1.5 2+505.00 2+528.00 23.00 MB 7.5 2+682.50 2+687.50 5.00 M 3.5 3+015.00 3+028.00 13.00 M 1.5 4+430.00 4+450.00 20.00 M 3.5 4+450.00 4+462.00 12.00 M 3.0 4+462.00 4+496.00 34.00 M 1.5 4+594.00 4+599.00 5.00 M 2.5 4+599.00 4+605.00 6.00 M 1.5 5+705.00 5+718.00 13.00 MB 4.0 6+625.00 6+635.00 10.00 M 1.5 6+663.00 6+688.00 25.00 MB 2.0 6+712.00 6+724.00 12.00 M 3.0 6+724.00 6+735.00 11.00 M 4.0 6+735.00 6+750.00 15.00 M 3.0 6+785.00 6+810.00 25.00 M 1.5 6+886.00 6+905.00 19.00 M 2.0 7+585.00 7+610.00 25.00 M 3.5 7+770.00 7+790.00 20.00 M 2.0 7+790.00 7+805.00 15.00 M 1.5 7+805.00 7+810.00 5.00 M 2.0 7+810.00 7+827.00 17.00 M 3.0 7+827.00 7+835.00 8.00 M 2.0 8+375.00 8+388.00 13.00 MB 3.0 8+579.00 8+585.00 6.00 M 3.0 9+052.00 9+070.00 18.00 M 3.0 9+070.00 9+090.00 20.00 M 2.0 9+355.00 9+363.00 8.00 M 2.5 9+363.00 9+375.00 12.00 M 3.5 9+410.00 9+425.00 15.00 M 3.0 9+425.00 9+432.00 7.00 M 3.5 9+432.00 9+440.50 8.50 M 5.0 9+440.50 9+444.00 3.50 M 4.0 9+511.00 9+515.00 4.00 M 3.5 9+517.00 9+524.00 7.00 M 1.5 9+590.00 9+605.00 15.00 M 1.5 9+630.00 9+650.00 20.00 M 4.0 9+691.00 9+704.00 13.00 M 3.5 10+558.00 10+570.00 12.00 M 1.5 10+570.00 10+590.00 20.00 M 2.0 10+836.00 10+845.00 9.00 M 1.5 10+845.00 10+850.00 5.00 M 2.0 10+850.00 10+870.00 20.00 M 2.5 10+870.00 10+890.00 20.00 M 2.0 11+150.00 11+165.00 15.00 M 2.0 11+165.00 11+170.00 5.00 M 2.5 11+170.00 11+190.00 20.00 M 3.5 11+290.00 11+305.00 15.00 M 3.0 11+305.00 11+327.00 22.00 M 3.5 11+405.00 11+415.00 10.00 M 3.0 11+415.00 11+418.00 3.00 M 2.0 11+418.00 11+425.00 7.00 M 1.5 11+615.00 11+655.00 40.00 M 1.5 11+725.00 11+755.00 30.00 M 1.5 12+217.00 12+247.00 30.00 MB 2.0 12+574.00 12+584.00 10.00 M 2.5 12+635.00 12+655.00 20.00 M 1.5 12+697.00 12+703.00 6.00 M 1.5 12+930.00 12+955.00 25.00 M 1.5 12+974.00 12+986.00 12.00 M 1.5 13+055.00 13+065.00 10.00 M 1.5 13+086.00 13+094.00 8.00 M 1.5 13+150.00 13+175.00 25.00 M 1.5 13+215.00 13+225.00 10.00 M 1.5 13+295.00 13+305.00 10.00 M 1.5 13+336.00 13+344.00 8.00 M 1.5 13+447.00 13+453.00 6.00 M 1.5 13+470.00 13+485.00 15.00 M 2.5 13+485.00 13+515.00 30.00 M 2.0 13+805.00 13+815.00 10.00 M 1.5 13+865.00 13+925.00 60.00 M 1.5 13+948.00 13+957.00 9.00 M 3.0 13+957.00 13+962.00 5.00 M 1.5 14+005.00 14+023.00 18.00 M 1.5 14+065.00 14+075.00 10.00 M 1.5 14+475.00 14+490.00 15.00 M 1.5 14+490.00 14+506.00 16.00 M 2.5 14+506.00 14+515.00 9.00 M 1.5 14+695.00 14+703.00 8.00 M 2.5 14+935.00 14+945.00 10.00 M 3.0 14+996.00 15+004.00 8.00 M 1.5 15+135.00 15+168.00 33.00 M 1.5 15+634.00 15+644.00 10.00 M 2.0 15+644.00 15+654.00 10.00 M 2.5 15+654.00 15+676.00 22.00 M 4.0 15+676.00 15+685.00 9.00 M 3.0 15+685.00 15+705.00 20.00 M 2.5 15+700.00 15+720.00 20.00 MB 3.0 16+390.00 16+415.00 25.00 M 4.0 16+855.00 16+872.00 17.00 M 2.5 16+872.00 16+876.00 4.00 M 3.0 16+876.00 16+885.00 9.00 M 4.0 16+885.00 16+895.00 10.00 M 5.0 16+895.00 16+899.00 4.00 M 4.0 16+899.00 16+905.00 6.00 M 3.5 16+905.00 16+915.00 10.00 M 2.5 16+990.00 17+007.00 17.00 M 3.5 17+007.00 17+015.00 8.00 M 2.5 17+015.00 17+033.00 18.00 M 3.5 17+033.00 17+038.50 5.50 M 2.5 17+055.00 17+064.00 9.00 M 2.0 17+064.00 17+075.00 11.00 M 3.0 17+158.00 17+168.00 10.00 M 4.0 17+365.00 17+395.00 30.00 MC 8.8 17+535.00 17+543.00 8.00 M 1.5 17+610.00 17+637.00 27.00 M 3.0 17+637.00 17+645.00 8.00 M 2.0 TIPO PROGRESIVA LONG. Inicio Final ml 0+.00 0+5.00 5.00 M 2.0 0+145.00 0+165.00 20.00 M 1.5 0+186.00 0+195.00 9.00 M 1.5 0+290.00 0+310.00 20.00 M 1.5 0+795.00 0+808.00 13.00 M 1.5 0+837.00 0+843.00 6.00 M 1.5 1+135.00 1+145.00 10.00 M 1.5 1+190.00 1+210.00 20.00 M 1.5 1+365.00 1+382.50 17.50 M 1.5 2+115.00 2+125.00 10.00 M 1.5 2+505.00 2+528.00 23.00 MB 7.5 2+682.50 2+687.50 5.00 M 3.5 3+015.00 3+028.00 13.00 M 1.5 4+430.00 4+450.00 20.00 M 3.5 4+450.00 4+462.00 12.00 M 3.0 4+462.00 4+496.00 34.00 M 1.5 4+594.00 4+599.00 5.00 M 2.5 4+599.00 4+605.00 6.00 M 1.5 5+705.00 5+718.00 13.00 MB 4.0 6+625.00 6+635.00 10.00 M 1.5 6+663.00 6+688.00 25.00 MB 2.0 6+712.00 6+724.00 12.00 M 3.0 6+724.00 6+735.00 11.00 M 4.0 6+735.00 6+750.00 15.00 M 3.0 6+785.00 6+810.00 25.00 M 1.5 6+886.00 6+905.00 19.00 M 2.0 7+585.00 7+610.00 25.00 M 3.5 7+770.00 7+790.00 20.00 M 2.0 7+790.00 7+805.00 15.00 M 1.5 7+805.00 7+810.00 5.00 M 2.0 7+810.00 7+827.00 17.00 M 3.0 7+827.00 7+835.00 8.00 M 2.0 8+375.00 8+388.00 13.00 MB 3.0 8+579.00 8+585.00 6.00 M 3.0 9+052.00 9+070.00 18.00 M 3.0 9+070.00 9+090.00 20.00 M 2.0 9+355.00 9+363.00 8.00 M 2.5 9+363.00 9+375.00 12.00 M 3.5 9+410.00 9+425.00 15.00 M 3.0 9+425.00 9+432.00 7.00 M 3.5 9+432.00 9+440.50 8.50 M 5.0 9+440.50 9+444.00 3.50 M 4.0 9+511.00 9+515.00 4.00 M 3.5 9+517.00 9+524.00 7.00 M 1.5 9+590.00 9+605.00 15.00 M 1.5 9+630.00 9+650.00 20.00 M 4.0 9+691.00 9+704.00 13.00 M 3.5 10+558.00 10+570.00 12.00 M 1.5 10+570.00 10+590.00 20.00 M 2.0 10+836.00 10+845.00 9.00 M 1.5 10+845.00 10+850.00 5.00 M 2.0 10+850.00 10+870.00 20.00 M 2.5 10+870.00 10+890.00 20.00 M 2.0 11+150.00 11+165.00 15.00 M 2.0 11+165.00 11+170.00 5.00 M 2.5 11+170.00 11+190.00 20.00 M 3.5 11+290.00 11+305.00 15.00 M 3.0 11+305.00 11+327.00 22.00 M 3.5 11+405.00 11+415.00 10.00 M 3.0 11+415.00 11+418.00 3.00 M 2.0 11+418.00 11+425.00 7.00 M 1.5 11+615.00 11+655.00 40.00 M 1.5 11+725.00 11+755.00 30.00 M 1.5 12+217.00 12+247.00 30.00 MB 2.0 12+574.00 12+584.00 10.00 M 2.5 12+635.00 12+655.00 20.00 M 1.5 12+697.00 12+703.00 6.00 M 1.5 12+930.00 12+955.00 25.00 M 1.5 12+974.00 12+986.00 12.00 M 1.5 13+055.00 13+065.00 10.00 M 1.5 13+086.00 13+094.00 8.00 M 1.5 13+150.00 13+175.00 25.00 M 1.5 13+215.00 13+225.00 10.00 M 1.5 13+295.00 13+305.00 10.00 M 1.5 13+336.00 13+344.00 8.00 M 1.5 13+447.00 13+453.00 6.00 M 1.5 13+470.00 13+485.00 15.00 M 2.5 13+485.00 13+515.00 30.00 M 2.0 13+805.00 13+815.00 10.00 M 1.5 13+865.00 13+925.00 60.00 M 1.5 13+948.00 13+957.00 9.00 M 3.0 13+957.00 13+962.00 5.00 M 1.5 14+005.00 14+023.00 18.00 M 1.5 14+065.00 14+075.00 10.00 M 1.5 14+475.00 14+490.00 15.00 M 1.5 14+490.00 14+506.00 16.00 M 2.5 14+506.00 14+515.00 9.00 M 1.5 14+695.00 14+703.00 8.00 M 2.5 14+935.00 14+945.00 10.00 M 3.0 14+996.00 15+004.00 8.00 M 1.5 15+135.00 15+168.00 33.00 M 1.5 15+634.00 15+644.00 10.00 M 2.0 15+644.00 15+654.00 10.00 M 2.5 15+654.00 15+676.00 22.00 M 4.0 15+676.00 15+685.00 9.00 M 3.0 15+685.00 15+705.00 20.00 M 2.5 15+700.00 15+720.00 20.00 MB 3.0 16+390.00 16+415.00 25.00 M 4.0 16+855.00 16+872.00 17.00 M 2.5 16+872.00 16+876.00 4.00 M 3.0 16+876.00 16+885.00 9.00 M 4.0 16+885.00 16+895.00 10.00 M 5.0 16+895.00 16+899.00 4.00 M 4.0 16+899.00 16+905.00 6.00 M 3.5 16+905.00 16+915.00 10.00 M 2.5 16+990.00 17+007.00 17.00 M 3.5 17+007.00 17+015.00 8.00 M 2.5 17+015.00 17+033.00 18.00 M 3.5 17+033.00 17+038.50 5.50 M 2.5 17+055.00 17+064.00 9.00 M 2.0 17+064.00 17+075.00 11.00 M 3.0 17+158.00 17+168.00 10.00 M 4.0 17+365.00 17+395.00 30.00 MC 8.8 17+535.00 17+543.00 8.00 M 1.5 17+610.00 17+637.00 27.00 M 3.0 17+637.00 17+645.00 8.00 M 2.0 TIPO 17+007.00 17+015.00 8.00 M 2.5 17+015.00 17+033.00 18.00 M 3.5 17+033.00 17+038.50 5.50 M 2.5 17+055.00 17+064.00 9.00 M 2.0 17+064.00 17+075.00 11.00 M 3.0 17+158.00 17+168.00 10.00 M 4.0 17+365.00 17+395.00 30.00 MC 8.8 17+535.00 17+543.00 8.00 M 1.5 17+610.00 17+637.00 27.00 M 3.0 17+637.00 17+645.00 8.00 M 2.0 17+645.00 17+652.00 7.00 M 1.5 17+767.00 17+773.00 6.00 M 1.5 17+818.00 17+822.00 4.00 M 1.5 17+952.00 17+958.00 6.00 M 3.0 17+958.00 17+965.00 7.00 M 1.5 18+155.00 18+165.00 10.00 M 1.5 18+292.00 18+305.00 13.00 M 1.5 18+490.00 18+504.00 14.00 M 4.0 18+504.00 18+513.00 9.00 M 5.0 18+513.00 18+525.00 12.00 M 4.0 18+525.00 18+546.00 21.00 M 3.5 18+546.00 18+555.00 9.00 M 3.0 18+637.00 18+665.00 28.00 M 3.0 19+057.00 19+065.00 8.00 M 2.0 19+278.00 19+292.00 14.00 M 1.5 19+316.00 19+324.00 8.00 M 1.5 19+324.00 19+337.00 13.00 M 2.5 19+337.00 19+343.00 6.00 M 2.0 19+395.00 19+415.00 20.00 M 2.0 19+536.00 19+555.00 19.00 M 2.0 19+555.00 19+564.00 9.00 M 1.5 19+676.00 19+710.00 34.00 M 2.5 19+806.00 19+828.00 22.00 M 3.0 19+865.00 19+885.00 20.00 M 1.5 19+926.00 19+932.00 6.00 M 1.5 19+935.00 19+948.00 13.00 M 1.5 20+105.00 20+114.00 9.00 M 2.0 20+114.00 20+125.00 11.00 M 3.0 20+125.00 20+156.00 31.00 M 2.5 20+338.00 20+356.00 18.00 M 2.5 20+410.00 20+425.00 15.00 M 1.5 20+665.00 20+671.00 6.00 M 3.0 20+671.00 20+675.00 4.00 M 4.0 20+675.00 20+687.00 12.00 M 5.0 20+687.00 20+695.00 8.00 M 4.5 20+695.00 20+707.00 12.00 M 3.5 20+775.00 20+795.00 20.00 MB 2.0 20+945.00 20+955.00 10.00 M 1.5 20+955.00 20+975.00 20.00 M 2.0 21+175.00 21+210.00 35.00 M 3.0 21+210.00 21+226.00 16.00 M 4.0 21+365.00 21+375.00 10.00 M 2.5 21+375.00 21+385.00 10.00 M 1.5 21+552.00 21+565.00 13.00 M 1.5 21+655.00 21+677.00 22.00 M 2.5 21+677.00 21+710.00 33.00 M 2.0 21+775.00 21+825.00 50.00 M 1.5 21+915.00 21+947.00 32.00 M 1.5 21+995.00 22+003.00 8.00 M 2.0 22+003.00 22+018.00 15.00 M 3.0 22+018.00 22+028.00 10.00 M 2.5 22+042.00 22+056.00 14.00 M 1.5 22+315.00 22+324.00 9.00 M 1.5 22+356.00 22+364.00 8.00 M 1.5 22+364.00 22+376.00 12.00 M 2.5 22+376.00 22+383.00 7.00 M 1.5 22+412.00 22+430.00 18.00 M 1.5 22+475.00 22+495.00 20.00 M 2.5 22+495.00 22+525.00 30.00 M 1.5 22+525.00 22+530.00 5.00 M 2.0 22+530.00 22+541.00 11.00 M 2.5 22+541.00 22+547.00 6.00 M 3.0 22+547.00 22+555.00 8.00 M 3.5 22+555.00 22+561.00 6.00 M 3.0 22+561.00 22+570.00 9.00 M 2.5 22+570.00 22+587.00 17.00 M 1.5 22+587.00 22+606.00 19.00 M 2.0 22+635.00 22+660.50 25.50 M 2.0 22+660.50 22+663.50 3.00 M 3.0 22+663.50 22+667.00 3.50 M 4.0 22+667.00 22+684.00 17.00 M 4.5 22+684.00 22+688.00 4.00 M 4.0 22+688.00 22+695.00 7.00 M 2.5 22+705.00 22+725.00 20.00 M 1.5 22+755.00 22+768.00 13.00 M 2.5 22+768.00 22+774.00 6.00 M 1.5 22+815.00 22+844.00 29.00 M 2.0 22+844.00 22+865.00 21.00 MB 5.0 23+030.00 23+065.00 35.00 M 3.0 23+065.00 23+075.00 10.00 M 3.0 23+075.00 23+090.00 15.00 M 3.0 23+130.00 23+150.00 20.00 M 3.0 23+150.00 23+161.00 11.00 M 3.0 23+161.00 23+165.00 4.00 M 3.0 23+190.00 23+210.00 20.00 M 3.0 23+255.00 23+270.00 15.00 M 2.0 23+294.00 23+307.00 13.00 MB 4.0 23+415.00 23+445.00 30.00 M 1.5 23+455.00 23+468.00 13.00 M 1.5 23+468.00 23+485.00 17.00 M 2.0 23+578.00 23+585.00 7.00 M 1.5 23+725.00 23+745.00 20.00 MB 5.0 24+035.00 24+048.00 13.00 M 1.5 24+515.00 24+525.00 10.00 M 1.5 24+630.00 24+655.00 25.00 M 2.5 24+655.00 24+670.00 15.00 M 3.0 24+670.00 24+690.00 20.00 M 3.5 24+765.00 24+815.00 50.00 M 2.5 24+815.00 24+821.00 6.00 M 3.0 24+821.00 24+825.00 4.00 M 3.5 24+825.00 24+830.00 5.00 M 4.0 24+830.00 24+835.00 5.00 M 4.5 24+835.00 24+843.00 8.00 M 5.0 24+843.00 24+846.00 3.00 M 4.0 24+846.00 24+849.00 3.00 M 3.0 24+849.00 24+856.00 7.00 M 2.5 24+972.00 24+992.00 20.00 M 2.0 24+992.00 25+008.00 16.00 M 2.0 24+035.00 24+048.00 13.00 M 1.5 24+515.00 24+525.00 10.00 M 1.5 24+630.00 24+655.00 25.00 M 2.5 24+655.00 24+670.00 15.00 M 3.0 24+670.00 24+690.00 20.00 M 3.5 24+765.00 24+815.00 50.00 M 2.5 24+815.00 24+821.00 6.00 M 3.0 24+821.00 24+825.00 4.00 M 3.5 24+825.00 24+830.00 5.00 M 4.0 24+830.00 24+835.00 5.00 M 4.5 24+835.00 24+843.00 8.00 M 5.0 24+843.00 24+846.00 3.00 M 4.0 24+846.00 24+849.00 3.00 M 3.0 24+849.00 24+856.00 7.00 M 2.5 24+972.00 24+992.00 20.00 M 2.0 24+992.00 25+008.00 16.00 M 2.0 25+074.00 25+115.00 41.00 M 1.5 25+185.00 25+208.00 23.00 M 1.5 25+310.00 25+325.00 15.00 M 1.5 25+325.00 25+350.00 25.00 M 1.5 25+374.00 25+470.00 96.00 M 2.5 25+470.00 25+490.00 20.00 M 2.0 25+725.00 25+735.00 10.00 M 1.5 25+805.00 25+835.00 30.00 M 1.5 25+955.00 25+992.00 37.00 M 1.5 25+992.00 26+007.00 15.00 M 1.5 26+030.00 26+050.00 20.00 M 2.5 26+130.00 26+152.00 22.00 M 1.5 26+152.00 26+164.00 12.00 M 3.0 26+164.00 26+175.00 11.00 M 3.5 26+210.00 26+226.00 16.00 M 4.0 26+234.00 26+249.00 15.00 M 4.0 26+249.00 26+255.00 6.00 M 4.0 26+410.00 26+430.00 20.00 M 3.0 26+535.00 26+547.00 12.00 M 2.5 26+575.00 26+585.00 10.00 M 1.5 26+715.00 26+725.00 10.00 M 1.5 27+244.00 27+253.00 9.00 M 1.5 27+575.00 27+595.00 20.00 M 2.5 27+724.00 27+730.50 6.50 M 3.0 27+730.50 27+735.00 4.50 M 4.5 27+735.00 27+744.00 9.00 M 5.0 28+310.00 28+335.00 25.00 M 4.5 28+335.00 28+365.00 30.00 M 1.5 28+475.00 28+490.00 15.00 M 2.0 28+490.00 28+505.00 15.00 M 2.0 28+864.00 28+876.00 12.00 M 2.5 28+890.00 28+910.00 20.00 M 3.5 29+490.00 29+494.00 4.00 M 4.0 29+885.00 29+895.00 10.00 M 1.5 29+895.00 29+907.00 12.00 M 3.5 30+195.00 30+205.00 10.00 M 4.0 30+305.00 30+315.00 10.00 M 1.5 30+830.00 30+853.00 23.00 MB 7.5 32+444.00 32+455.00 11.00 M 1.5 32+455.00 32+463.00 8.00 M 3.0 32+463.00 32+472.00 9.00 M 3.5 32+472.00 32+492.00 20.00 M 4.0 32+492.00 32+506.00 14.00 M 4.5 32+506.00 32+515.00 9.00 M 4.0 32+515.00 32+570.00 55.00 M 3.5 32+570.00 32+605.00 35.00 M 3.0 32+605.00 32+625.00 20.00 M 2.5 32+715.00 32+725.00 10.00 M 2.0 32+725.00 32+735.00 10.00 M 1.5 32+735.00 32+750.00 15.00 M 2.0 33+095.00 33+105.00 10.00 M 2.5 33+125.00 33+135.00 10.00 M 1.5 33+135.00 33+150.00 15.00 M 1.5 33+195.00 33+225.00 30.00 M 2.5 33+225.00 33+235.00 10.00 M 2.0 33+385.00 33+395.00 10.00 M 1.5 33+395.00 33+405.00 10.00 M 1.5 33+405.00 33+415.00 10.00 M 2.0 34+650.00 34+667.00 17.00 M 2.5 36+050.00 36+065.00 15.00 M 1.5 38+085.00 38+091.00 6.00 M 1.5 38+091.00 38+096.50 5.50 M 2.0 39+135.00 39+145.00 10.00 M 1.5 PROGRESIVA LONG. Inicio Final ml 0+.00 0+5.00 5.00 M 2.0 0+145.00 0+165.00 20.00 M 1.5 0+186.00 0+195.00 9.00 M 1.5 0+290.00 0+310.00 20.00 M 1.5 0+795.00 0+808.00 13.00 M 1.5 0+837.00 0+843.00 6.00 M 1.5 1+135.00 1+145.00 10.00 M 1.5 1+190.00 1+210.00 20.00 M 1.5 1+365.00 1+382.50 17.50 M 1.5 2+115.00 2+125.00 10.00 M 1.5 2+505.00 2+528.00 23.00 MB 7.5 2+682.50 2+687.50 5.00 M 3.5 3+015.00 3+028.00 13.00 M 1.5 4+430.00 4+450.00 20.00 M 3.5 4+450.00 4+462.00 12.00 M 3.0 4+462.00 4+496.00 34.00 M 1.5 4+594.00 4+599.00 5.00 M 2.5 4+599.00 4+605.00 6.00 M 1.5 5+705.00 5+718.00 13.00 MB 4.0 6+625.00 6+635.00 10.00 M 1.5 6+663.00 6+688.00 25.00 MB 2.0 6+712.00 6+724.00 12.00 M 3.0 6+724.00 6+735.00 11.00 M 4.0 6+735.00 6+750.00 15.00 M 3.0 6+785.00 6+810.00 25.00 M 1.5 6+886.00 6+905.00 19.00 M 2.0 7+585.00 7+610.00 25.00 M 3.5 7+770.00 7+790.00 20.00 M 2.0 7+790.00 7+805.00 15.00 M 1.5 7+805.00 7+810.00 5.00 M 2.0 7+810.00 7+827.00 17.00 M 3.0 7+827.00 7+835.00 8.00 M 2.0 8+375.00 8+388.00 13.00 MB 3.0 8+579.00 8+585.00 6.00 M 3.0 9+052.00 9+070.00 18.00 M 3.0 9+070.00 9+090.00 20.00 M 2.0 9+355.00 9+363.00 8.00 M 2.5 9+363.00 9+375.00 12.00 M 3.5 9+410.00 9+425.00 15.00 M 3.0 9+425.00 9+432.00 7.00 M 3.5 TIPO PROGRESIVA LONG. Inicio Final ml 0+.00 0+5.00 5.00 M 2.0 0+145.00 0+165.00 20.00 M 1.5 0+186.00 0+195.00 9.00 M 1.5 0+290.00 0+310.00 20.00 M 1.5 0+795.00 0+808.00 13.00 M 1.5 0+837.00 0+843.00 6.00 M 1.5 1+135.00 1+145.00 10.00 M 1.5 1+190.00 1+210.00 20.00 M 1.5 1+365.00 1+382.50 17.50 M 1.5 2+115.00 2+125.00 10.00 M 1.5 2+505.00 2+528.00 23.00 MB 7.5 2+682.50 2+687.50 5.00 M 3.5 3+015.00 3+028.00 13.00 M 1.5 4+430.00 4+450.00 20.00 M 3.5 4+450.00 4+462.00 12.00 M 3.0 4+462.00 4+496.00 34.00 M 1.5 4+594.00 4+599.00 5.00 M 2.5 4+599.00 4+605.00 6.00 M 1.5 5+705.00 5+718.00 13.00 MB 4.0 6+625.00 6+635.00 10.00 M 1.5 6+663.00 6+688.00 25.00 MB 2.0 6+712.00 6+724.00 12.00 M 3.0 6+724.00 6+735.00 11.00 M 4.0 6+735.00 6+750.00 15.00 M 3.0 6+785.00 6+810.00 25.00 M 1.5 6+886.00 6+905.00 19.00 M 2.0 7+585.00 7+610.00 25.00 M 3.5 TIPO 3.00 .40 1.00 1.30 3.90 .60 1.70 .40 .30 Material Impermeable 90° Tubo (Dren) de 4″ de diametro 2.50 centro a centro (c/hilera) Alternar las hileras cada 2m .50 .60 .60 2.50 3.00 2.50 .30 2.00 .30 2.00 .30 .30 .70 .40 .50 5 ARMADO MURO MURO DE CONTENSION Inicio: KM 17+365 Presión en la base(kg/cm2) Area Sección tipo (m2) Presión admisible (kg/cm2) Dimensiones Muro ESPECIFICACIONES TECNICAS 5 RASANTE DE LA BERMA DETALLE A ESC. 1:25 5 5 5 5 ELEVACION DE LA CORONACION DEL MURO A LA ALTURA DE LA RASANTE ENCOFRADO MURO ARMADO ENCOFRADO MURO DE GRAVEDAD (m) PROGRESIVA LONGITUD ALTURA MUROS DE GRAVEDAD ENCOFRADO MURO DE GRAVEDAD DETALLE DE ARMADURA Final: KM 17+395 L=30m Longitud de Traslapes MUROS DE GRAVEDAD ELEVACION FRONTAL DE MURO ARMADO MB 3 MB 3.5 MB 2 MB 4 MB 6 MURO BADEN ESC. 1:50 5 5 5 5 5 5 5 5 <> Material Impermeable 5 2% min. Tubo (Dren) de 4″ de diametro 2.50 centro a centro (c/hilera) Alternar las hileras cada 2m 5 5 Tubo de descarga perforado D=4″ Relleno de filtro Solado de Concreto f’c=100kg/cm2 5 5 5 5 5 5 5 RASANTE DE LA BERMA 5 5 5 5 5 5 ESC. 1:50 Presión transmitida al suelo 1.21kg/cm2 VISTA FRONTAL DE MURO SECCION MURO DE CONTENCION Concreto cilopeo F’C= 140 kg/cm² MEJORAMIENTO DEL SISTEMA DE AGUA POTABLE Y CONSTRUCCION DEL SISTEMA DE PROPIETARIO: VRAC MURO DE CONTENCION QUIULICOCHA PLANO: DIB. DIS. UBICACION: LEV. PROYECTO: 3C CONSORCIO SIGMA JUNIO 2009 FECHA LAMINA: SAP -E ESC. 1 /50 01 MUNICIPALIDAD PROVINCIAL DE TARMA CENTRO POBLADO DE HUARACAYO DISTRITO DE ACOBAMBA – PROVINCIA DE TARMA – DEPARTAMENTO DE JUNIN ALCANTARILLADO DEL CENTRO POBLADO DE HUARACAYO MUNICIPALIDAD PROVINCIAL DE TARMA \A1;.80 \A1;1.10 \A1;1.80 \A1;.30 \A1;.10 \A1;.05 \A1;.10 \A1;.10 \A1;.10 \A1;.15 \A1;.10 CONSULTORES CONTRATISTAS \A1;.10 \A1;.15 \A1;.15 \A1;.10 \A1;.10 \A1;.10 \A1;.15 \A1;.10 \A1;.10 \A1;1.85 \A1;.15 \A1;1.85 \A1;2.00 \A1;2.10 \A1;2.20 \A1;2.50 \A1;2.70 \A1;2.00 \A1;.10 \A1;1.50 \A1;.10 \A1;.10 \A1;.10 \A1;.06 \A1;2.00 \A1;1.55 \A1;.10 \A1;1.50 \A1;7.80 \A1;.20 \A1;.20 \A1;.05 \A1;3.70 \A1;2.00 \A1;.20 \A1;1.20 \A1;7.00 \A1;1.40 \A1;.20 \A1;.20 \A1;.70 \A1;2.80 \A1;.05 \A1;.70 \A1;.20 \A1;.20 \A1;.20 \A1;.10 \A1;.25 \A1;1.40 \A1;5.00 \A1;.40 \A1;.20 \A1;.20 \A1;1.20 \A1;.20 \A1;.20 \A1;.20 \A1;0.075 \A1;.25 \A1;.25 \A1;R=3.50 \A1;2.80 \A1;2.00 \A1;2.80 \A1;.40 \A1;.08 \A1;.08 \A1;.40 \A1;.25 \A1;.25 \A1;.20 \A1;3.75 \A1;1.00 \A1;.80 \A1;1.00 \A1;1.15 \A1;1.42 \A1;5.18 \A1;1.42 \A1;R3.50 \A1;11.00 \A1;2.80 \A1;.25 \A1;.30 \A1;.10 \A1;11.62 \A1;.20 \A1;1.73 \A1;.70 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;1.75 \A1;.30 \A1;.20 \A1;1.75 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.05 \A1;.15 \A1;1.20 \A1;.30 \A1;.30 \A1;.25 \A1;.25 \A1;.25 \A1;.12 \A1;.30 \A1;.60 \A1;.60 \A1;.12 \A1;.30 \A1;.25 \A1;1.42 \A1;0.075 \A1;.20 \A1;.05 \A1;.25 \A1;.22 \A1;R3.50 \A1;11.00 \A1;.20 \A1;.05 \A1;.15 \A1;.12 \A1;.30 \A1;.60 \A1;.60 \A1;.12 \A1;.30 \A1;.25 \A1;2.35 \A1;.25 \A1;2.35 \A1;.25 \A1;2.35 \A1;.25 \A1;2.35 \A1;.25 \A1;.25 \A1;2.00 \A1;.25 \A1;2.85 \A1;.25 \A1;2.00 \A1;.25 \A1;2.66 \A1;2.60 \A1;2.60 \A1;2.67 \A1;2.32 \A1;3.10 \A1;3.66 \A1;.25 \A1;1.41 \A1;.25 \A1;1.86 \A1;.25 \A1;1.15 \A1;.25 \A1;1.86 \A1;.25 \A1;1.41 \A1;.25 \A1;10.65 \A1;9.20 \A1;1.73 \A1;2.11 \A1;1.40 \A1;2.11 \A1;1.73 \A1;4.02 \A1;1.15 \A1;4.02 \A1;9.20 \A1;.25 \A1;2.35 \A1;.25 \A1;2.35 \A1;.25 \A1;2.35 \A1;.25 \A1;2.35 \A1;.25 \A1;2.66 \A1;2.60 \A1;2.60 \A1;2.67 \A1;10.65 \A1;2.40 \A1;2.40 \A1;8.00 \A1;.25 \A1;1.10 TAPA DE INSPECCION SOLADO CODO 90° d 4″ Fo Go DE 4″ x 6″ TUBO DE PVC SAP DE d 4″ UNION SIMPLE d 4″ CONO DE REBOSE PVC-SAP ABRAZADERA DADO DE CONCRETO DE 0.10×0.20 m. CANASTILLA DE BRONCE DE 3″ TUBO DE LIMPIA PVC SAP DE 4″ SALE A DESAGUE SALE A LA RED DE DISTRIBUCION VALVULA DE COMPUERTA d 3″ VALVULA DE COMPUERTA d 4″ TEE Fo Go 4″ ABRAZADERA ABRAZADERA 02 VALVULAS DE d 2 1/2″ SALE A DESAGUE TUBO DE LIMPIA DE 4″ TEE d 4″ FoGo 02 VALV. d 4″+ 04 UNION UNIVERSAL DE 4″ CONO DE REBOSE 4″x6″ DADO DE CONCRETO 0.15×0.30 m. CANASTILLA DE BRONCE DE 2 1/2″ PLANTA ESCALA 1/25 ESCALA 1/25 DETALLE EN PERFIL 5 5 d 3/8″ @ 0.20 5 SOLADO d 3/8″ @ 0.20 d 1/4″ @ 0.15 5 5 5 5 5 5 5 5 CODO 90° d 4″ Fo Go CODO 90° d 4″ Fo Go 2 CODO 90° d 4″ Fo Go REJILLA METALICA TUBO DE VENTILACION DE d 4″ Fo Go 2 CODO 90° d 4″ FoGo TUBO DE Fo Go d 3″ TUBO DE Fo Go d 4″ CODO DE 90° d 4″ FoGo CODO DE 90° d 2 1/2″ FoGo ESCALA 1/25 ARMADURA DE LA CASETA DE VALVULA d 3/8″ @ 0.20 5 5 5 5 5 5 5 5 5 5 5 ADAPTADOR PVC SAP DE d 4″ 2 CODO 90° d 4″ Fo Go REJILLA METALICA TUBO DE VENTILACION DE d 4″ Fo Go ADAPTADOR PVC SAP DE d 4″ CODOS 90° d 4″ Fo Go TUBO PVC SAP DE 3″ SALE A LA RED DE DISTRIBUCION TUBO PVC SAP DE 11/2″ VALVULA DE COMPUERTA d 11/2″ CANASTILLA DE BRONCE DE 11/2″ VENTILACION 2 CODO 90° d 4″ FoGo VENTILACION 5 5 5 5 5 5 LLEGA DE LA CAPTACION TUBO DE 2 1/2″ 5 5 5 5 5 5 5 5 5 5 5 d 3/8″ @ 0.15 ESPECIFICACIONES TECNICAS RECUBRIMIENTO: TECHO : 3.0 cm ACERO : MURO : 4.0 cm PISO : 5.0 cm TARRAJEOS : LOSA DE FONDO-PISO : CONCRETO f’c = 210 Kg/cm2 MURO : CONCRETO f’c = 210 Kg/cm2 LOSA CUBIERTA-TECHO : CONCRETO f’c = 210 Kg/cm2 Verificar resultados adjunto al proyecto F`Y = 4,200 Kg/cm2 – Grado 60 RESISTENCIA DEL SUELO : MUROS INTERIORES CON IMPERMEABILIZANTE MUROS EXTERIORES FROTACHADO CONCRETO : 5 5 5 5 5 E d 3/8″ @ 0.20 D d 1/2″ @ 0.20 C d 1/2″ @ 0.20 5 5 5 5 H 8 d 3/8″ @ 0.10 G 5 d 3/8″ @ 0.15 .05 5 5 5 5 5 5 N d 1/2″ F d 3/8″ @ 0.25 5 5 K d 3/8″ @ 0.20 5 5 O d 3/8″ I d 3/8″ @ 0.20 5 L d 3/8″ @ 0.20 M d 3/8″ @ 0.20 J d 3/8″ @ 0.20 5 5 5 5 e= 0.075 mt. B d 3/8″ @ 0.25 B d 3/8″ @ 0.25 0.075 P ESTRIBOS d 3/8″ @ 0.20 5 5 R=<> NIVEL DE AGUA DETALLE DE ARMADURA EN PERFIL ESCALA 1/25 O d 3/8″ J d 3/8″ @ 0.20 L d 3/8″ @ 0.20 B d 3/8″ @ 0.25 E d 3/8″ @ 0.20 C d 1/2″ @ 0.20 D d 1/2″ @ 0.20 I d 3/8″ @ 0.20 P ESTRIBOS d 3/8″ @ 0.20 N d 1/2″ M d 3/8″ @ 0.20 E d 3/8″ @ 0.20 F G H d 3/8″ ANILLOS F G H d 3/8″ ANILLOS C d 1/2″ @ 0.20 A d 3/8″ @ 0.25 ESCALA 1/25 DETALLE DE ARMADURA EN PLANTA K d 3/8″ 03 @ 0.30 y 03 @ 0.20 I d 3/8″ @ 0.20 I d 3/8″ @ 0.20 E d 3/8″ @ 0.20 DETALLE DE LOSA DE CIMENTACION ESCALA 1/25 5 5 5 E d 3/8″ @ 0.20 DOBLAR 0.30 cm. DOBLAR ARMADURA VERTICAL MURO INTERIOR ESCALA 1/25 5 5 DOBLAR 0.30 cm. ARMADURA VERTICAL MURO EXTERIOR ESCALA 1/25 5 5 D d 1/2″ @ 0.20 5 5 DOBLAR 0.70 cm. C d 1/2″ @ 0.20 ESPESOR DE CUPULA ESCALA 1/12.5 SOLADO 5 5 5 Q d 3/8″ @ 0.10 5 d 3/8″ @ 0.10-REFUERZO REFUERZO 5 Q d 3/8″ @ 0.10-REFUERZO DOBLAR 5 5 5 5 5 04 d 1/2″ con ESTRIBOS d 3/8″ @ 0.20 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1.75 .30 5 1.75 5 5 5 5 5 O d 3/8″ @ 0.20 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Q d 3/8″ @ 0.10 REFUERZO Q d 3/8″ @ 0.10 REFUERZO 5 5 5 5 5 5 5 5 5 ESCALERA CON TUBO 5 5 5 5 5 5 A CADA 0.25m EN INTERIOR Y EXTERIOR ESCALERA DE FoGo DE 3/4″ .25 1.42 0.075 .20 .05 .25 B d 3/8″ @ 0.25 ambos sentidos <> WATER STOP DE 6″ CODOS 90° d 3″ Fo Go TUBO PVC SAP DE 4″ LLEGA DE CAPTACION ALTO PERU TUBO DE Fo Go d 4″ ADAPTADOR PVC SAP DE d 4″ CODOS 90° d 4″ Fo Go DE FoGo DE 3/4″ TEE DE Fo Go d 3″ TUBO DE Fo Go d 11/2″ SALE A LA RED DE ADUCCION TUBO DE 2 1/2″ TEE d 2 1/2″ FoGo REDUCCION FoGo DE d 6″ a 4″ 04 UNION UNIVERSAL DE FoGo DE 2 1/2″ TEE DE FoGo DE d 2 1/2″ WATER STOP DE 6″ SOLADO TAPA DE INSPECCION CONO DE REBOSE 4″x6″ DADO DE CONCRETO 0.15×0.30 m. CANASTILLA DE BRONCE DE 3″ PLANTA ESCALA 1/25 2 CODO 90° d 4″ FoGo CODO DE 90° d 4″ FoGo DADO DE CONCRETO 0.15×0.30 m. CANASTILLA DE BRONCE DE 11/2″ VENTILACION 2 CODO 90° d 4″ FoGo VENTILACION 5 5 5 5 5 5 5 5 5 5 5 A CADA 0.25m EN INTERIOR Y EXTERIOR ESCALERA DE FoGo DE 3/4″ DADOS DE CONCRETO DADOS DE CONCRETO DADOS DE CONCRETO DADOS DE CONCRETO 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 puerta de ingreso principal DETALLES DE CERCO ESCALA 1/200 ESPECIFICACIONES TECNICAS CONCRETO columna f ‘ c = 210 Kg / cm2 zapata f ‘ c = 175 Kg / cm2 ciminetro para parantes de madera f ‘ c = 140 Kg / cm2 ACERO f ‘ y = 4,200 Kg /cm2 RECUBRIMIENTOS ZAPATAS: 7.5 cm LEYENDA DESCRIPCION SIMBOLO CERCO DE PUAZ COLUMNA DE MADERA ALAMBRE DE PUAZ COLUMNA DE CONCRETO Postes de madera 277 ELEMENTO CANTIDAD REJA MALLA DE ALAMBRE GALV. #8 COCADA 2” BWG CARTELA 5” x 3/16” CERROJO HORIZONTAL PUERTA METALICA-ELEVACION \A1;2.00 \A1;2.50 Columna de concreto Cimiento 1:8+25% PM .50 .10 .30 .10 B .25 .60 2.50 .40 B DETALLE DE COLUMNA DE CONCRETO de 0.25 x 0.25m Poste madera 4″x4″ Cimiento 1:8+25% PM .40 .10 .20 .10 A .10 .25 2.50 .30 A DETALLE DE COLUMNA DE MADERA .60 .60 COLUMNA DE CONCRETO 0.60X0.60m CORTE B-B .40 .40 Poste madera 4″x4″ CORTE A-A 5 PUERTA METALICA-PLANTA 5 5 Estribos 3 8 “, 1 @ .05, 5 @ .10 3 @ .15 y Rsto. @ .25 4 Æ 1/2″ Refuerzo Longitudinal \A1;Æ \S1#2;\H1.429x; ” @ .15 en \A1;Æ \S1#2;\H1.429x; ” @ .15 en ambos sentidos ambos sentidos PL 1/4″ 5 5 puerta de ingreso principal Poste de madera Ver detalle Alambre de puas Ver detalle MEJORAMIENTO DEL SISTEMA DE AGUA POTABLE Y CONSTRUCCION DEL SISTEMA DE PROPIETARIO: VRAC RESERVORIO V= 90.00 M3 – HUARACAYO PLANO: DIB. DIS. UBICACION: LEV. PROYECTO: 3C CONSORCIO SIGMA JUNIO 2009 FECHA LAMINA: SAP – E ESC. 1 /25 04 MUNICIPALIDAD PROVINCIAL DE TARMA ALCANTARILLADO DEL CENTRO POBLADO DE HUARACAYO MUNICIPALIDAD PROVINCIAL DE TARMA MEJORAMIENTO DEL SISTEMA DE AGUA POTABLE Y CONSTRUCCION DEL SISTEMA DE PROPIETARIO: VRAC RESERVORIO V= 90.00 M3 – HUARACAYO PLANO: DIB. DIS. UBICACION: LEV. PROYECTO: 3C CONSORCIO SIGMA JUNIO 2009 FECHA LAMINA: SAP – E ESC. 1 /25 03 MUNICIPALIDAD PROVINCIAL DE TARMA CENTRO POBLADO DE HUARACAYO DISTRITO ACOBAMBA – PROVINCIA DE TARMA – DEPARTAMENTO DE JUNIN ALCANTARILLADO DEL CENTRO POBLADO DE HUARACAYO MUNICIPALIDAD PROVINCIAL DE TARMA MEJORAMIENTO DEL SISTEMA DE AGUA POTABLE Y CONSTRUCCION DEL SISTEMA DE PROPIETARIO: VRAC RESERVORIO V= 90.00 M3 – HUARACAYO PLANO: DIB. DIS. UBICACION: LEV. PROYECTO: 3C CONSORCIO SIGMA JUNIO 2009 FECHA LAMINA: SAP – E ESC. INDICADA 05 MUNICIPALIDAD PROVINCIAL DE TARMA ALCANTARILLADO DEL CENTRO POBLADO DE HUARACAYO MUNICIPALIDAD PROVINCIAL DE TARMA CENTRO POBLADO DE HUARACAYO DISTRITO ACOBAMBA – PROVINCIA DE TARMA – DEPARTAMENTO DE JUNIN CENTRO POBLADO DE HUARACAYO DISTRITO ACOBAMBA – PROVINCIA DE TARMA – DEPARTAMENTO DE JUNIN